Loading...
HomeMy WebLinkAbout38343 Sonnet Landing Ave99 2260-3E-EB-ELSTON199 V HOMES ALL WORK SHALL� ' PREVAILING CODES FLORID BUILDING CC�t3E NATIONAL ELECTRIC 0 � OPILi-S AND THE CITY C E ORDINANCE REVIEW DATE_.. CtTY � xA�t��.�Ht pLAN 12602 TELECOM C)IFiIVE, TAMPA, F=L 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS 41MA BtM=G Cops, Rt et, AHv. ABOVE IAv. LAVATORY DATE DESCRIPTION 7m EMON (2(120) -Aid. IMAI. AND STATE COM Aic AIR CONDITIONING Lunt. LUMINOUS LTERNATE EDICTNEC�INET Aa ADJUSTABLE �R ME � 2-STORY CN'IU CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0UI2AB BID SET ISSUED DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MDi. iMTERIOR FINISH - CLASS B -HOC WIND SPEED - VDR=160 MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL BD ABOARD °E MMJIN. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MIL. METAL CLG. CIILING NT.S. NOT TO SCALE CLR CLEAR O.c. ON CENTER CONC. CONCRETE. PL PROPERTY LINE CPT. CARPET P.B. PusxBUTTox C.T. CERAMIC TILE PH PHONE D DRYER PIT. PLATE DBL, DOUBLE PLYWD. PLYWOOD PG Cl—COVER SHEET PG GN— GENERAL NOTES T� /� PLAN PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT & REAR PG A4G—ELEVATION 'G' LEFT & RIGHT ��� FBG �A� 02/M STONE ELEVATIONS ADDED 02115/I6 CONSTRUCTION DOCUMENTS ISSUED ��� FOOTING REVISION PERM. BOLLES OSA4AS INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BORES OTAVIB CONSTRUCTION DOCUMENTS RE -ISSUED AND STATE CODES DG. DUAL GLAZED PR PAM DIA. DIAMETER P.T. PRESSURE TREATED OSWAS BOLLARD DETAIL REVISED PG El —FIRST FLOOR ELECTRICAL PLAN IHM. DIMENSION R. RISER HISP. DISPOSAL RAD. RADIUS DP. DEEP RA.O. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR DS. DOWNSPOUT RM. ROOM DE,. DETAIL RD. ROUGHOPO4MG DW. DISHWASHER S.C. SOLID 'ORE EST DR EA. EACH SO SMOKE DEFECTOR ELEV. ELEVATION S . SINGLE HUNG EQ EQUAL SHE. SHEET Extt EXHAUST SHTHC SHEATHING EXT. EXTERIOR SHWR SHOWER S. SLIDING F.G.Fx. FULL PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS Mfv/M DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 511A ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CALL• S OMAS TRUSS IDS ADDED TO FRAMING SHEET 02R5/M PLAN MAINTENANCE ISTFLRLIVMG 5w SOL FT. 2ND FLR LIVING: 1,353 Sa FT. TOTAL LIVMG 2260 Sa. FT. GARAGE 453 SGL FT. ENTRY 64 S4 FT. 04/OV,S REVISED LINTEL SIZE . ENTRY 04MaA9 UPDATED LEDWR BOLT SIZE 4 SPACING ObQU13 ADDED LED LKaNTB • WCFEN 4 BATHROOMS PER MAR, BORES MUM LEDGER BOLT SPACING REVISED 1D/B/IS ADDED 60'D LAYOUT A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 • Fax• (407) 774-4078 TOTAL 2,111 SOiFT. PATIO w Sa FT. GAS F.O. FINIS GAS SL. SLIDING FIN. FINISH sIGL. SLIDING GLASS FL R FLOOR STD STANDARD FLUOR FLUORESCENT sws SHEAR WALL MDR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGIASS GA, GAUGE DIX. THICK GAR. DISP. GARBAGE DISPOSAL TD.0 G.F.I. GROUND -FAULT CIRCUIT TOT. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GI,. GLASS T.O. TYPICAL. PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 011MO REPLACE USP CONNECTORS UTH SrtpBON CONECTORS 03/0WO REVISED DETAIL ON SHEET D2 OPT. V-01 CV. HST, OWAI0 REVISED STAIRCASE AND STAIR SECTION DETAIL OBRVMO PANTRY DOOR REVISED TO 2-6 OPT. V-0' CLG. WV. , 2o20FBCIPDATE STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG S1.lA—DETAILS PG SLAB —DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES GYP GYPS FEB. BD HUSE IBBOARD U.N°. OTHERWISE HDP HEADER COS W. VAPOR PROOF HOT. ORITT HEIGHT wi WITH WSUL. INSULATION WD WOOD INT, INTERIOR WDW. WINDOW W'I. Weort IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUTAER ASSUMES ALL IJABIdl•Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.1A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND O NEED OF FURTHER DEMINPROJECT OR EXPLANATION TWS W ORDER TO BUILD THIS PROJECT BASED ON TRUSS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.113—DETAILS ]INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CIAVICATION. PG S4—SECOND FLOOR DECK PLAN PG S4.lA—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S4.2—SECOND FLOOR DOWEL PLAN M,9 IN WRITTEN/DRAWN FORMS IN A TIMELY PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TAKES NO RESPONSIBIITY FOR INTERPRETATIONS OF COMIARUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG S5.IA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1—DETAILS LL ONSTRUCTION BASED ON THE DRAWING SET. I PG SDI —SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 n 4 8UI3DIV. & LOT, ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 UODEL• 3EEB "2260- ELSTON" GARAGE SWIM: LEFT PAGE: COVER SHEET %160 MPH EXP. C 131 (Lj'* n04/06/21/4"=1'—O"1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITK)N, (2020). ALL .9ERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFELY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN f -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. SrrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIBMG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR F7iISIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1Y1' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CELMGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdeslgngmup.com AA #: 0003325 R aC V 0 a o 0 y A SUHDIV. 4k LoTil ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL• 3EEB "2260-ELSTON" GARAGE SrIWG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C PR I 1 SCALE: 1/4"=1'-0"' 1 CONTROL DATE:12110/20 (RM) GN 1 J�i!iEi�'° o �� ROOM ;'s • �. ./ . IfIf I. /• '- Q !i !1 � o Q� I�� ./ 14 141 `I! ���111111 o �-• o� - F- .' .� ., o�lllllllll° Billy' oSTUDS- Poe_ •' o y GMAGE�e .� .? 0 .� o o III° o!fo u1suio °IS:Eao FIRST FLOOR PLAN SCALE: 1/4' • I'-0' SQ.FT. CAM'S 15T PLR LIVNG wl $a FT. 2tD FLR LIVM 1,353 SQ. FT. TOTAL LIVING 2260 Sa FT. GARAGE 453 SQ. FT. ENTRY 64 SQ FT. TOTAL 2,111 SQ. FT. PATIO so SQ. FT. 001f'OIBR AID CLADOIIGRD lOfDB IIA9C w10 BIrDBIl1E FIOR a 160111D IIIBIB A�roT�WE SOUNE M Taal/111EppAM 'BWa9 MIN. WINDOW I0 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA anD. MIN. 41 5 34/-43 CRITERIA 1601C O.HD, 112 5 31/-35 12'xl2' SOFFIT 1 5 313/-4519 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ODNIIIOL DATE 000 NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLFI WM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN tlY12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ay'115.9imm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH In INCH GYPSUM BOARDS. FBCR 2020 (ITN ED-) 302.1 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � jjFl r o a a fAB JI3DIV. & L.0 BOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL' 3EEB "2260-ELSTON" GARAGE 8VWG: LEFT PAGE: FIRST FLOOR PLAN 160 Ift EXP. C U► 11 PRATE. 04/06/2, SCAM: 1/4"=1'-O" a*IM=r Al 42' HIM4 V HALF (WILL W/ CAP (2) 2x12 HEADER SEE FRAMM PLAN (2) LAYERS OF 3/4' PLYWOOD (3) 2x4 BLOMMG, OR (2) LAYERS OF 3/4' SUB SEE PRAMMG PLAN FLOOR MATERIAL RIPS FOR SOLID NAILM 3/4' T40 SUB FLOOR SECURE TREADS TO STRINGER C.Lmo a SCREUIED WK3J® V SCREWS • EA PER FASTENER STRWSER; UNTHREADED SFMANK SCHEDULE -4 3/4' 2ND FIN. FIOF SM-FLOOR BHEATHMG R. 8IMP604- MTS.20 SEE \ 81-0. BRG. HGT.,L FRAMING PLAN — — — — PRE-ENGD FLOORNG SYSTEM (SEE FLOOR P RAV'MNG SHEET) \ C (SEE2) NEPRAMMAIDDER� STAIRS RISERS TO CONFORM TO FBCR \ NOSING \ 10• UTH EDITION (2020) MR TREAD-W MAX RISER.T 3/4' \ 3/16. MAX VARIATION N RISERS/TREADS ADJACENT TO EACH OTHER 3/S' MAX VARIATION N ANY \ d) STAIR DATA: \ RISER/TREAD RISER/TREAD HSNDRAIL CIRCULAR 15R 152' PAN. \ CROSS SECTION DIA TO BE I V4' «114' OR PROVIDE EQUIVALENT 14 TREADS • 10'• V NOSING \ GRASPABILITY MR4>ERS- MN. 6' MDE • 3/4' KICK NARROW END MIL RI' MOTH • 12' FROM 2 x 4 RE-IFORCNC, RATE NARROW END 34' MR HANDRAIL WIT. . EA 2 X 12 STRNGER \ NOTE CUR SEE WA2d 6'-8' O.C. I 4' 7I�—* 'ENCLOSED ACCESSIBLE SPACE IMER STAIRS SHALL NAVE WALLS, UNDER STAIR 3-2xI2 SYP STRNGER \ REPFORCED UM4 SFF SURFACE AND ANY SOFFITS UI/G�. DEAD OF \ DEiL. PROTECTED ON THE ENCLOSED SIDE WITH VI' GYP&2'M BOARR DS. FBC302.1. i00R eaARw \ TOP 0'-0' FIN. FLR -40 PL-400 OR 8p'ILARE • EA HORIZONTAL RN PLATE 0 2X4 ATTACHED SV iOd— in MASOhIRY NAILS • 2X4 P.T. SLEEPER INTO SLAB MTHN S' OF EACH END, 32' OC. MAX BAR DETAIL A SCALE: I/i'•I'-HD' B STAIR OSECTION Qw 42' H. I/2 = U STALL W/ CAP Z >W � U Q O O Z i m THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.82 V 2X4 RE-IPFORGMCs NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'1: 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF VS'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5O PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160iB.1 / F.S.C. 2020 HANDRAIL SECTION IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA /: 0003325 Z d m c n k IN IN O x L J SUBDIV. ae LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEZ .' 3EEB "2260-ELSTON" GARAGE SIWMG: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP, C m DAATE 04/06/21 SCALE: 1/4"=1'-0" SHEET Al 2131-91 • OI BDRM#1 W-01 CLC. OWN, STAIR DATA of 15 RISERS a 1321 14 TREADS 10. 4. NOSIM3 1, 42' 4.14ALr UJALL W/CAl— IbFr el ol c4A gjazamin SECOND FLOOR PLAN SCALE, V4 . I'-V' 1441 N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA M 0003325 [ BUBDM & IL01r. ABBOTT PARK LOT #29 BLK #9 ]PROJECTop 04181.000-29092 MODEL• 3EEB "2260-ELSTON" GARAGE 8VfMG: LEFT PAGE: SECOND FLOOR PLAN 160 APH EXP. Qj m Dw* F-P04/ IUNT 06/7211 A'M: v�l SCALIM 1/4"=1'-0" aim= A2 23'-II' BLD 1-*To 12 1'-0' I I0'X&3' FYPON DECORATIVE SWTTER OR EQUIVALENT 6' RAISED BAND t W-O' IST FLR BRG. WGT. OPT. COACH LIGHT ------------- ` ' I I S m UU 4' RAISED BAND Q _0 0'-0' FIN. FLR.J, If FRONT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH 'SPANISH' SHINGLE ROOF IS'X50' FYPON DECORATIVE SHUTTER OR EQUIVALENT 5 9'-4 3/4' 2ND IN. FLR IST FLR FIGT. 4' RAISED BAND (TYPJ 0-0' FIN. FLR _ A I-V-4' 2ND FLR BRIn, . W.T. AREA OF ATTIC a 1425 SO, FT. NET FREE VENTILATION AREA REQURED 1/300 REQURED VENTILATION AREA = 1425/3M = 4.75 VENTILATION AREA SO, INCHES PER FT.(144) = 694 SO, IN. MIN. REQUREDVENTIlADON = .SX 684 IN UPPER PORTION OF ATTIC - 342 SO. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 342 /115 TOTAL#OF VENTS REQUREO = Z97391 OTAL#OFVEMSPROVIDED - 3 'AREA OF ATTIC IS THE PERI"TER OF THE HOUSE, lESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V2' T14KK 2 COAT COMINT PLASTER APPLIED DIW GAL.' TO MASONRY 4'x4' GA.V. 1'-TYPE FLASHING; SET N ROMNG CEMENT — FIBEW-A A.88 SHINGLES WAlmERLA7FIENT ,AS PER FBCR BYP PT LEDGER UY 908L1 ROOF SNEATWNG TWKIQJE88 Vri18' TFIRlADED ROD 32' AS PER SFEET 8Nl SECURED PER OL. t WITNN i' OF EAG4 FASTENER SC10MA E END MAX SET INSI PSON SI PSON LSU-26 N. BTIENGTW EXPDXY OR ROOF SLOPE--- I ELEVATION Mil V W' ON &�� 2X6 SYP PT LEDGER W L'2'x TME.gpEp ROD GUSSET TO 32'O.C. 4 WITHN 6. OF 2X6 MEMBE EACH END MAX SET NXO:C. • FE I'-4' Si1PSON NIGH STRB4CsTH Si'PSCN LUS-26 RW (41 IOd's 2'_0• DfPO1C1' 6' MN @'bED. TO LEDGER AND (2) IOd'4 TO M JOIST C 4AN EL FOR SOFFIT OVERHANG DETAIL A scALE. 1/2 • F-0' ENGINEERED HOOD TIRIBSES • 24' O.C. 2ND &A9MIT SWOP DRAWW406 SEALED BY PF37FESBIGNAL ENGINEER FOR REVIEW -- ----- ---------- - FIN. FLR AND COM'®4TS 8'-0' IST FLR PLYWDOD S EATWNG SEE '----------- --- 6' - -- BRG. I-GT. STRUCTURAL 2ND FLR INVA W.T. ,a, IPERROOFW.A P EDGE G AND w WAR G UV E EDGE PER M�19! WARRANTEE REOUIREMENTB TRIM 6TRAMI cTURAL .INIGIDIN see eTwalw.4L m WRAP FASCIA UNT14 BREAK METAL lx2etRe ST bO WOOD FASCIA SEE STRJCTURAL FOR FASTENERS 1444om / SAC oam erwcnwAL VENTED SOFFIT PER A171C CALC'S ITS' THICK 2 COAT CEMENT PLASTER 0'-0'_ FIN. FLR-0 APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN REAR ELEVATION TEXTURED FNISH RAKE (�� SOFFIT DETAIL SCALE: V4 . 1'-0' 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.00m AA #: 0003325 R s p Rl R gig 0 9 A 0 W Q 9XMDIV. & LOT. ABBOTT PARK LOT #29 BLK #9 PROJECT* 04181.000-29092 MODEL: 3EEB "2260—ELSTON" GARAGE 81IIMO: LEFT PAGE: FRONT & REAR ELEVATION ' 160 MPH EXP. C 1R DAR tE: 04/06/21 SCALE: 1/4"=1'-0" SHEET A3G TYP. IT'-4' 2ND FLR BRCS. HGT.'o u 9'-44' F2�NFD F1N. LRY -----�1- 77- --------'---- ------------------------- 8�'-0- IST FLR�. .. BtasHGT - — _ — _ — _ — _ - - — _ — - - _ — - — _ — - - _ — _ — _ — _ - _ — _ — _ - _ - _ - _ 0'-0' FIN. FLR IT'-4' 2ND FLR BRG. H T. I.-0. V-4 3/4' 2ND _ FIN. FL ' . , S'-O' IST FLRh Bin. W-T.- - 0'-0' FIN. FLRs LEFT ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2ND FLR. BRs. HGT. 9'-4 3/4' 2ND FIN FL' ,y8'-0' 15T FLR _—_—_ B�kYs. THGTFKs 0'-0' FIN. FLR oFl I 4' 2ND FLR RG� HGT o9'-4' 2ND - — - — - -�FM. FLR IST FLIZ BRCS. HGT. _—_—_ 00'-O'FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 wwwabdesigngroup.com AA 8: 0003325 R YC o� U M km p � m e SU13DM as LOT ABBOTT PARK LOT #29 BLK #9 PROJECT,# 04181.000- 29092 MODELc 3EEB "2260- ELSTON" GARAGE BVFMG: LEFT PAGE: LEFT & RIGHT ELEVATION "G" 160 MPH E C DATE. 04/06/21 SCALE: 1/4"=1'-0" SHEET A4G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� 125V OUTLET 20 AMP SINGLE POLE iW OUTLET Rev OUTLET h OF OUTLET NIEG TO SYITCN �U9F1 UOV CUTLET EOUIPNTERm R (TAM ALL PIS1160FAR RESISTANT TTPC) 220V OUTLET (4) WIN COI/ECMN -L-1- GPI EXT. WATEWP OOF CUTLET 001=0 FAULT N/ERSPIER SWITCH SWITCH 3-WAY Of 4m $4 SWITCH 4-I AY OPER I✓O —1'IOIM® � L19W[ �ILNG LKaHT © LED CLO LIGHT LED VAP^= ©vp PROOF LOW O VP VAPWR PROOF LION[ © RECS0600 CAN e~.'AN I CRt PER SO, Ft. VENT. FAN WNLISIT I OTt PLgT SG FT. v FD[II/E TBD (ePue BY HJDRESC♦ NT 7-BLLB OWM ® ARpSD (RAE68ED) 2.11ae WRAP � (SUI4 hNTI 2' PLUOIENCEN[ w PLUOINNICENT U'-V--v -o-a-U 6 W TRACKLIDH[ O PANEL METER O$,D. SFNOCE DETECTOR eAYlL.tlSIMM 8D. WILLMOWED Smom 09TOCTOR SAMAAGulr- YIL.tld S/CO 4001 DETECTOR COMBO LATER-CQIICTED SMALL BE A DbTANCE OF NOT LESS 11E94 4- RICH WALL PEDANT LIGW I> f HARVAL GAO j TELERIO4C JAOC OAi WA QMCTT i2rii si ei Ana cOND1T ° a� Aw aN 00012 NECT I� TELEVISION JACK MOM TO SE SUPPORTED N O J-SOX ACCORDANCE I# BOX MARQD AS SRCN POR cea Box C[q.MS FdN/LICAIT To US SUPPORTED N dCCOIDANCE - am e MAISQD AS CN FOR 2,V N1cAHOEeceNT LISNT eTRP nnnnnn 95' NC LIOIR f - STIeM?PWBR Dnnnonnn 41V INCLANOBSCENT LIGHT STRIP —I— F1¢OPT.rPAD STFUIBTY Ps "Ju4-eTTam FOICWM USD PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAW TO BE VERPE'D . HOI'EOlISQS FlE-CONSTR MrICN I LBTNa • ALL 5 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF IS= TTM EDrcICN r2R2RJ 4 NEc 210J2 20M ®rc1O14 • 20 AFP DEDICATED LAUDRY CIRCUIT. • OR . ISLAND, (NOT ON KITCWE N CIRCUIT) • DSHUASRlR DbCp1ECT TO BE LOOKOUT N PANEL - • II4TAWOM IDSWbT PAN TO HAVE MN CAPACITY OF 50 6M MER'ITTE T PER ELECTRICAL P 1811OW OF SECTK.N MBOT! PBrJ2 7TM ®rcION (20201 • LAUNDW ROOM RNECEPTAQE SHALL IIe GROUD FAULT GRDIT-NRRBPTER PROTECTION POR PERSONNEL ON FEEDERS • OARING METMOD SHALL BE NON METALLIC CABLE PER ELECTRCAL F'ROVINOW OF [OCR TTH SD (29=1 • ALL WOW TO COMPLY OATH ELECTRICAL P MGIONS OF T1E FefJW NTH ED [20201 • ALL IJI.e•E SHALL ee wa1 .�+..+ BY dIILDER Arm 7stL OP LIfiNTWVG MAST BE @Eli Y OTICIBIT 7TPE PER Oar TBUF1CSCY) 2d10. ,G, lDITIDN R4041 W r 6' 1 Fwm 1 GREAT ROOM FCl-rWIRED CLG FAN 1 1 jqG -- ---GFI LFII OUTLET I WITCH INFORABINETL WIRE W/OUTLET FOR FUTURE M. WAVE r Nii 7i OFOYER ,'P.B. FOR) GARAGE C % I - -- -1L._- -... _ J METER ��?---CCC FIELD VERIFY LOC. GARAGE 11 IL GFI ENTRY --� IRRIGATION OUTLET • GARAC#E 48' AFF. DOOR F REWIRE GPI N .-------------------- COACH L*WT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4• • I'-0' PB. FOR CHIMES PANE: A PR►842at healer VO-TAC£ M1240VAPh SNfl150Anp MLO. R=3-#2K)0jTHAN&1-u6a(G)inr0 CR aaavALTWW&t-asacwinTO. Von Pd. Or W414 O-ft QI ft Wok D.Wpl. IS, RN vdm O 2 m 70M/A9�b 3 4 411' NC CU-1 40 1 *1 a m [Hq tm0 9 45D #1e9er 25 2 410 #10 2 m Dw 5n 9 10 m (3, 21 1012 it 12 ,SOD LNJ*F PFO 15 1 "1#tt 1 A & ed.GR IMD 13 14 m(n m 1 #12 #II 1 GF1 mD 15 16 I2m FAQ tD 2/ 1 #12 .12 1 m sltlie/dNm Mtqub DMpDSPRT 9m 918 15M Elta.H di Mgp41A P 1 #O #II 1 m &Td PIS 1mD 19 m COD e" Ao— 2f 1 #2 #14 1 15 (9Wa9 uplsSRcgEH®Pia A0 21 a TAD Tde Rzerwm Ka m 1 #Q_ #I4 1 A Od R/tR AFV 1dA z b 9m _ 9hn#IUI�&�U. m 1 #M #I4 1 15 aatfbo PFa 90D m A 9m R .d PRT 15 1 WN #14 1 15 B&.0IJ5144Id MU 9m T A MOD CLw 15 1 #H M4 1 ,5 S)mN' .a PfD 900 S 30 mD (walLUb& PFa 15 1 #% #14 , 15 GmliLiq[s&RmXWmA0 9m 31 32 900 Q..wLub&p-qud.mu 15 i #%_ #H 1 15 Lwa9 & PTO am 33 34 sm. -- 35 w Sp- 37 3B M 40 I,edsgar t"a4.9edbacaWNdias/Ii.I mw 2Am Im9#gearoaenamtldacdatlas/Se DEfEdFe�Trf�loilen6 AEBE1MTlW3: APO: AWFPLLTOIVff NTIfWfM NO PI71t0&CMNT YNl CA: al1DDFP11TNIERWIM rat Im,sgeaaammamv 579m First,mmw&s 9 IWX tOmD aO591ffb 19mD Tad PClatl 1096taWle L.OADONIMLJT10NMaMMONACNONCOPCiE1TL.CMD tag m4.aetllmowAs 30B00 TNNI PDFst.ass/20Wts) tee c;efeRlu u aRRW LDWd TadwC%-Fad 2260 (Rai W SPos3W/$R IiFi14 19 at65mi at10Di6 1 1235 G.9 ------- --- - —8015 GdsS 1(�wffi (w.W tIl &R. RW A �15 I a5 I I — i I � I LED LIGHTING C PEDESTAL SINK PWDR. 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY OATH ELECTRICAL PROVISIONS OF THE FBCR TTM EDITION [20201 LOCAL CODES. AND ALL LOCAL I°OII.lR COI'PANY REGUIRIDIENTS, 0, ALL CONDUCTORS SMALL BE TYPE TWI N/T4N UNLESS NOTED OTiERRSE. Pp1ER COMPANY TRANSPOPIVIER GRADE PROVIDE DO A1•P. 120/240 VOLT- I PHASE SECONDARI S CU, TMM • RS CU N DUI 2' CONDUIT OR 3 Rb CU N 2' CONDUIT OR 2AD AL SEA INHNATE ABOVE SOAIT . OvEMIANa) CCMNATION SERVICE DISCONNECT OUTCH AND GOr M ELECTRIC METER N I NE14 3R ENCLOSURE LIOA/AP 7ELEMNL7'E bERVICE H CARLO TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQW'F®NT INTERSYSTEM BONCNG TEIRTNAL AT LOW VOLTAGE C.OWISCTIONS 1 .4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVSONS OF THE FBCR IT14 5M" DIA X e FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroupwm AA #: 0003325 J $ h o m[,we m Q 0 g 0 x O r fPR 13DIV. aE LOTBOTT PARK LOT #29 BLK #9 OJECTTp 04181.000-29092 MODEL' 3EEB "2260—ELSTON" GARAGE STIVMG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C aA NO D � 04/06/21 SCALE: 1/4"=1'-0" 8*=T E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e tTw ouftET m AMP e11aLE POLE Ilm✓ oUtLET �, DuiLEt w w owner YIIlD To elulTar i� Ofl IIDV OUTLET FAOPED YASMD Ell L L oPI BDRM#4 PRE -WIRED `. L CLG PAN �IJ �- BA1H#1' r II r — _ 1 IDPTJ 11 OPT• 1 • l_�J _JL_.Di_J BDRM #1 LAUNDR BATB#2 �I GF c. L PRE -WIRED` CLG PAN EZF=l FLAL L0Ff &(co r V J LL WALL MOUNTED LIGHT F1 �,.,�� -- WMa1WTCH I 111 -- — — — — — — — — — — — -- WALLM ATTtC �—'--`� R A WIC. i / \ ��/ / C °wmt-caNAft — — — — — — I I I I I I I I I I \ / '''''M° LED LIGHTING P�-WIRED Cam? DBL. LAV . GLG FAN BATH 'I BDRM #2 BDRM #3 /�--- I11 \IwMaTION I L I I I I I I I SECOND FLOOR ELECTRICAL PLAN I I SCALE: 114' . P-O' / i LED LIGHTING C� DBL. LAV. BATH 4 PAL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.alxlesigngroup.com AA S: 0003325 F � � h s�� p 0 C yjQy{ pg Dp� 04/06/21 SCALE: 1/4"=1'-0" SHEET E2 r--------� OND SHIM- ------- � - L L® 13'-2- S' IF2'-3• v I I vo — VTR 9 I VTR — i iOPT.i ii OPT. i SFNlA2 �� I ----------- ------ — — — pp LAV. I -------- 3 i ��`\, LAV. 2' ( 2. — I I•• I I � I I DW- SING `b � 1 I LAV. m .p WASHER I IR' 2. w- 2. ?AV.r Q TUB LLC. awal RANGE I O jl To— '- 13 3, WG 3' -- — O -Il' 3' r -- KITCHEN SINK I I I W/ AAV I — F — — — m 23'-3' I I L — — — R A VTR I I I 7.1 --- --- -------------- I I I 2' INK 3' 3' = 3' n N -J 2 ---____-� uii 3- co TO ? MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 . I'-0' SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 i y 0 � o o w C gg ® o a t- I I LLJ SUBDIV, de LOT, ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL' 3EEB "2260—ELSTON" GARAGE STIMO: LEFT PAOE: PLUMBING PLANS 160 MPH EXP. C DA� 04/06/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (201l) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCT$, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL. CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFCa. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ­''"' 1010 - EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 30'12A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FM. FLOOR 11_� OR WALL BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC FLOOR SLAB CLEAN -OUT (TYPNT) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'XV TAPCONS UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) -SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVMG SEE SPEC. I'-8'X$' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.mm AA 8: 0003325 lit0 mi — a t C is1 SVHDIV. Ae LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL: 3EEB "2260—ELSTON" GARAGE SITING: LEFT "'FIRST FLOOR MECHANICAL PLAN 160 MPH EN. 0 E DATE: 04/06/21 SCALE: 1/7 1'-0" S*mET M1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm l AA ffi: 0003325 14 N y � s � O b ii � O M p b r O R p t Kqw Q 3uBDrv. da L.OT ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL- 3EEB "2260-ELSTON" CARAGE gVrING: LEFT PCOND FLOOR MECHANICAL PLAN 160 AH E . C DA'm:. turr 04/06/21 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PER FLRL A. AN PRE -FAD TRUSS I/2' CLG. BOARD NOTE: STUDS IN PARTITIONS SUPPORTING IR' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOl LESS THAN 2x4, WHERE 2x4 WOOD SPACED NOT MORE SECURE DT. PLATE ro SLAB STUDS •24' THAN I6' O G. OR, NOT W/ I0d MASONRY OG LESS THAN 2x6, WHERE NAIL • 32' O,C. SPACED NOT MORE MAX THAN 24' O.C. SLAB FIN. F-R. _ 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4•.1'-0' V OIA SLEEVE, DO NOT CUT REBAR PE BOND BEAM NOT GUT SOLID GROUT TNe BOIL UV (I). 7 _ BEAD (2)GORBS LRSE ARB 2 PIPE THROUGH BOND BEAM \JQV SCALE V4-.r-W FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905.LI. WITH UNDERLAYMENT ROOF SHEATHINGS AS PER FBCR 9057.E THICKNESS AS PER ROOF ONEATHING SHEET SN1. THICIGIESS AS PER SECURED PER SHEET M. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2' WIGW SCHEDULE STRENGTH CLCk BOARD REFERENCE T STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FO PRE-'� INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE r-m PER ELEVATION 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS Oy.I ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT - //—WINDOW ATTACHMENT PER MANUFACTURES SPECIFICATIONS OPECIFlCATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OL. 1/2' THICK 2 COAT PORTLAND I/1' THICK, 2 COAT F'ORTLAND 8' CM U CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. W-. BD, DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR� — —0'-0' FIN. FLR tl - ` ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 AND 16055.1. W/ WINDOW OPENING TYP. WALL SECTION V NO OPENING NOTE: METHOD TO BE USED FOR THE (�a11—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE iV UNDERLAYMENT. ,nne�s ua 2 GAS LINE THRU BLACK D l arx6 vr.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 909J.L ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON 514EET SNI PRE-EW- GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR,L rY�'7_Ir 1. ATTAC�W TO AD P49t • ► ♦ ♦♦< ♦%�� I �!�I�TiTiTiTi!�!�!�Ti!iTi!�♦iARDLIM (BYeTm IMPLAC Km r To �. JAM IMP by PULP. GLIDE TRACK SRACKIM APPROVAL RPY-k �� GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' FIBERGLASS SHINGLES 2X4 OFF 24' OjC. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12ci NAILS AS PER FBCIR 905.1.1. • EA END ROOF SHEATHING THICKNESS AS PER 2x BLOCKING BETWEEN TRUSSES SHEET SNI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD, TRUOO ,9a�c 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RIN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER PER ELEVATION SHEET SNL SECURE PER FASTENER SCHEDULE Sir GYPSUM BOARD OR 1/2' ON SHEET SNI. 144" STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL bt2 P.T. FURRING STRIPS 24' OL. In' GYP. WL. BD. • Cm WOOD BASE J 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. ti W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4',r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS •4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h d � -q m �o rl O F C C StmDrv. de LOT ABBOTT PARK LOT #29 BLK #9 PROJECT* 04181.000-29092 MODEL' 3EEB "2260—ELSTON" GARAGE BIFMO: LEFT PAGE: DETAILS 160 MPH EXP. C R 113 s mm.04/06/21 SCALE: 1/4"=1'—O" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT A6 PER FBCR WbJJ. AS PER FBCR WSJJ. ROOF SHEATHING ROOF SHEATHNG THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-� Wb. �ER �-E� WD• ER 24' O.G. MAX LEMON 24' O:G MAX LEVATION METAL DRIP EDGE - METAL DRIP EDGE BATt INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.N. 5/0' GYPSUM BOARD -p• ELEVATIONS ox 5/8' GYPSUM BOARD SOFFIT TYR OR 1/2' HIGH STRENGTH TYp OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE / k2 FIRE -STOP SOFFIT bQ FIRE -STOP STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL -4.1INSUL. a J W � 6 WINDOW ATTACHMENT W � m AS PER MANUFACTURES SPECIFICATIONS a REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 6 3/4' T 4 G SUBFLOOR z z AS PER NAILING VK I' THICK, 2 COAT GLUED AND NAILED AS PER "LNG THICK /2'CEMENT SCHEDULE PORTLAND CEMENT SCHEDULE PORTLAND PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m J-sPER MASONRY w m R IX2 FIRE -STOP LEVATION DO FIRE -STOP LEYATM SEE STRUCTURAL SEE STRUCTURAL-- 4,PER LEVATION LEVATION 5/8' GYPSUM BOARD 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER LEvATION DQ FIRE -STOP DO FIRE -STOP R-4.1 NSUL. .. R-4.1 INSUL. V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. a, cm 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IX2 FIRE -STOP IX2 P.T. FURRING STRIPS • 24' O.G. a' cm 1/2' GYP. WL. BO. WOOD BASE (�LAD� ti a 4 W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.F-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroupxom AA Y: 0003325 it C L 4 n pC yam% m o $ � a 0 0 � 0 4 14 9 C SUBDIV. at LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT* 04181.000-29092 UODLM. 3EEB "2260-ELSTON" GARAGE SITING: LEFT PAGE: DETAILS 160 MPH EXJP. C IF04/Os/zl SCALE: 1/4"=1'—O' SHEET D2 im 2XG P.T. • CENTER OF DOOR HEADER SECURED WV (0112, X e' J-COLT W/ 4' MN EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT OR F (2) VC X V .WCFIOR BOLT6 W/ 2' X 7' X VV WASHER 4 NUT C9 IS Es CURE 2x4 TO BLIK W/ ® 1/4' TAPCONS 6 I V2' EMBED. V OL. 4• END DIET. 1 1/2' EDGE DIST. o yON& o 2X6 GARAGE DOOR BUCK SEGUED W/ ro) Ul' X 8' J-COLT OR 41 CIlOR BOLT6, uM 4' MN EMSEDI'EM, W/ 2' X 2' X Ve' WA&IER 4 NUT. (U WITHIN e• OF TOP, (V WITHIN V OF THE STM, 13 (3) EVERY 61PAGED. 0 IE �-1 NOTES, ALL ANCHORS MALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTION& WHERE 91X9d IN6TRHOTIDf.WH - MORE BiIQINGENT GARAGE DOOR BUCK ATTACHMENT 2X4s = 2X4, = 2X4, _ SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS MN 11/3/16' TAFCONB MR V4' TAPCONS MR SHIN SIZE J45 MN SHANK 812E J45 MN SWANK SIZE .W MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT I V4') MIN. EMBEDMENT I VW) MIN. EMBEDMENT 1 114') WITHIN V OF EACH WITHIN V OF EACH WITHIN V OF EACH END 4 ID'Or- MAX END 4 W Or -MAX END 4 IS' OD. MAX SPACING. SPACING BPACING 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAIR ONS WK2) 3/16' TA r.ONS W/(2) 1/4' TAPCONS MIN. (MIN SWANK 812E J48 MIL SHANK SIZE J45 SHANK SIZE 140 MN MN HEAD SIZE 300 MIN. HEAD SCE 300 HEAD SIZE 300 MN 6' cm MN EMBEDMENT 1 1/4') MN EMBEDMENT I V4') EMBEDMENT I V4') WITH e' OF EACH END 8' Q'IU WITHIN V OF EACH Elm e' dMu WITHIN 8' oR EACHI END I/J' DRYWALL 4 IS. OG Mwc SPACING, 4 b' O.G MAX 8PACING. 4 W Or- MAX SPACING S' Q'Il lx4 P.T. OR 5/4'X4' MN IR' ORl'LLIALL V2' DRYWALL V2' DRYWALL SECURE THRU FRAME 4 1'X4' 2X& ® 2X0. 1� 2X& EXTEND 1-1/4' INTO ❑ P.T. NAILER SECURE TO BLOCK ❑ 1'X4' SECURE TO BLOCTC 1'X4' SECURE TO BLOCK I-X4- BLOCK W/ 3/16' WKV 3/K' TAPCONS P.7. NAILER WK2) 3/16' TAPCONS P.T. NAILER W Y2) V4' TZINZE NS P.T. NAILER TAPCONS DOOR CASING MN SHANK SIZE J45 1/I6' OAD. X 4' MN MN SHANK SIZE 30 DOOR CASINfs MN SHANJ45 MN SHRANK SIZE J45 MN HEAD SIZE 'I" MN HEAD SIZE 300 MN HEAD 00 T/16'OAM X4- MNMN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING MIN EMBEDMENT 1 1/4') MN EMBEI V4') MN EMBEDMENT 1-1/4' WITHIN V OF EACH END UTHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASIY WITHIN 8' OF EACH END DOORJAMB OR WINDOU 4 W O)C. MAX 4 W OJC. MAX 4 W OD. MAX 4 I8' OD. MAX SPACING ATTACH TO 2X PER SPACING DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPA( fW DOOR JAMB OR WIDOW M~ACTUREB DETAIL& ATTACH TO TX PER ATTACH TO 2X PER MANUFACTURES DETAILS. MA PACTURE6 DETAILS. ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLOCK +3/4" OR +5/4" om ■ 2X4, = SECURE TO BLOCK UV 3/16' TAPCONS (MN SHANK 612E J45 MN HEAD SIZE 900 MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 15' OD. MAX SPACING. 2X6, cm SECURE TO BLOCK WK2) 3/16' TAPCONB MN SWANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W O.C. MAX SPACING In' DRYWALL 2X& Im ❑ 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3AW TAPCONS DOOR CASING MN 6HANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN e' OP EACHI END 4 w O.G. MAX DOOR JA'ID OR WIDOW IWACIN6. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" ��D�OIf TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" n1RND01! To BLOCK +1 1S/18" 2X4: = SECURE TO BLOCK W( 3/16' TAPO" (MN SHANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN V OF EACH END 4 w Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2Xb, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROCAN NON-STRUCTURAL 3AV TAPCON MN 1-V4' W/(2) 3/16' TAF fC" MN SHANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 8' CMIU 4 W OC'. MAX SPACIG. W'DRYWALL IX& ® a SECURE TO BLOCK I'X4' WK2) 3A6' TAPCONB P.T. NAILER (MN SHANK SIZE J4S DOOR CASING MN HEAD SIZE -1 MN EMBEDMENT 1 V4') WITHIN 'OFF EACH END 4 I6' OD. MAX BPACIG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +2 1/4" y 11I�N,D" TO BLACK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +S" iIiININSi 7T1 RIJS(:TC tA" 2X4, = SECURE TO BLOCK VLV 3AW TAPGONS (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 m' Or, MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUT61DE 4 SECURED SECURE TO BLOCK THIRDUGFI NON-BTRCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MN 1-1,14' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD 61ZE 300 MN EMBEDMENT I V4') 8' CMU WITHIN V OF EACH END 4 w OL. MAX SPACING. VV DRYWALL 2X& 1=1 ❑ PX4' SECURE TO BLOCK P.T. NAILER W92) 3/16' TAPCONS DOOR CASING MN SHANK SIZE 345 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 18' OUC. MAX IYs SPAG. NOTE, SHIM AS NEEDED TO PLUMB JAM15(DO NOT EXCEED V4') 7ND 2X SECURE TO STRUCTURAL MEMBER WK2U2d WITHIN III* O' EACH END 4 6' TO V OD. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& DOOR JAMB TO BLACK +3" Ommp mn Rinrir a.a" NOTE, BRIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" o11BID011 TO BLACK +9 7/18" 2X4: = SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 900 MN EMBEDMENT 1 V4') WITHIN 8. OF EACH END 4 B' O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUON NON-STRUCTURAL WK2) 1/4' TAPO" MN 3A6' TA^CCN MN 1414- SMANIK SIZE J45 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END e, Cm 4 W OIC, MAX SPACING 1,12' DRYWALL 2X& ® ❑ MX4' SECURE TO BLOCK P.T. NAILER UV(2) 1/4' TAPCONS P P.T. X 4' MIN. MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT I V4') DOOR CASING. WITHIN V OF EACH EN D 4 W OC. MAX 8PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4-) DOOR JAMB TO BLACK +S 8/4" r111INDOlf TO BLACK +3 8/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA S: 0003325 N s fig* 0 R Y 9 C C SUSDIV. & LOT. IIII ABBOTT PARK LOT #29 BLK #9 PltOJECTp 04181.000-29092 MODEL' 3EEB "2260—ELSTON" C;AltAGIC 811MG•: LEFT PAGE: DETAILS 160 jQH UP, C WIN DAATE: 04/06/21 SCALE: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VE 5 E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20ZI 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTOR$ 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.2 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 202D FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 F8CR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICALMUWONS 2020 FBCR 12/31/2D24 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/32/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FSCR 5/21/2028 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2D21 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 22/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 558.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS V41TH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 03/11/2021 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 wrwzbdesigngrouµcom L AA #: 0003326 1Fq95 Jy7 o 8 0 O C .an svHDIV. & I.OT ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL 3EEB "2260-ELSTON" GARAGE 81INMO: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH E . C PREFORMED CONTROL JOINT PL[M1GE OF CONTROL JOINTS Z BE MIRED TIED TO LATH . S' OC. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOIR TO UTALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W GEIPIMP CON RROLSJONTO � . DUEiG INSTALLATION ------ FASTENERS TO BE SPACED-7 . T' OC. MAX VERTICALLY / i' TTICK, 3 COAT CEItINT PLASTER WPM LAYER -, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .T' (VERTJ O.C. MAX AT SUPPORTS U NIS LATER 9, STUCCO URAP WOOD SMF.ATHNG LATH SHALL NOT _ BE CONTINUOUS To .• e•ro r• TW RVU3W CONTROL IN 1.nI JOINTS BUT MALL STOPPED AND TIED AT EACH SIDE. PRONDE 2X4 OLOCK 42 PER ASTM CI069 PLACED FLAT MAX. 6' TO b' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OR— i STRUCTURAL STUDSTAPLED IN COMPLIANCE W/ ASTM C1063 2. MIRE TIES TO BE (NO. B) DAWW ORE / 3. BLOCKING 8HOUN MAY BE IN ADDITION \ TO WALL STUDS RECURFD PER PLAN O"M" TYPE CONTROL JOINT Ot POLO NUNRD a PT. A OLPT.A IAWp. IR. a 1 dBASE • R. S 1Q •R.c i T ,r ¢mot• �•_ OL POLO NIYIp • M. T. cl�Aee r Pr. e a R:ID PT. C OVaR PT. D TELL PM: c TN ron CWN Barn ANOe d� Y' aDTTon "'g10L WTBR TINiI(f ZEAL POLO. GQ dot Ort. TM1= 3 COAT CEMENT PLASTER (RRN'NA VY T COST � PLANTER (Ow WIND LAYER -, FORTF0ER BUILDING PAPER ~IN owy) I.RB LAYER L STUCCO UUR/1PO wv par) OLT) E oR Ou �I®I3s MILL PLASWM f.OUT KA66R (SIB bWM I &TALL M PLYING AT ROBOT W#" Wommmall" NQIEL APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' - VERTICAL LAPS (ROLL ENDS) N 6- . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WRI FORTIBER SNEATNING. TAPE / r nal Las • neral uTu \ hC X X X� I LATH VERTICAL LAP TO BE P — I —` METAL LATH UURB LAYER L STUCCO WWP s• nN PAPER M e L war / WUB LAYER -, FORTNBER BUILDING PAPER / Ji I / ' 2 SCALE, I URY'•1'-0 nnu 1 LAP..' OVER A L LAP VERTICAL LATH & PAPER DETAIL wom NFL SHEAT SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDI FRAMING vereem PAPEF THEY SMALL BE TIED BETWEEN SUPPORTS MATH 00415-M (121-MI) STUDD MIRE AT INTERVALS NOT FORE TMAN V (22S-MM). AS PER ASTM C063. ® KIC KO UT REA,.OF TEAMDETAIL IN B LAYERS. TEARS MAY MAY Be PATC4E0 U NOUSE WRAP TAPE PER MANF. SPEC, OR PEEL 4 STICK i' T14ICC 3 COAT CEMENT PLASTER METAL LATH WO LAYER -, POINTFIBER BUILDING PAPER ,Lei.. V141113a INSTALL FASTENERS (CLIP6; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ MIRE TO FRAMING UM LAYER L STUCCO MIIAP MIRE LAYER -. FOINTR ISER BUILDING PAPER METAL LATH &5*. SELF-AD4ERRIG MEMBRANE FLASNNS OVER 4'IL4' SELF-AD44ERM MEMBRANE PLASHING OVER APPROVED HOUSE URAP. FL..U,SHING TO EMEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSENRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOM 1VI C COATING OVER STUCCO C.V. FNISN (SEE TYP WALL SECTION) SECTION ER SEC o BNrhTYlio -t portly io Exterior Pl of poNard combo plastx , — ofh UR ep 926-18 requiremente of ASTM C 92&1%. InsaNlaUon of exterior bad" and fremkV rJ.N comely vAU1 ASTM C 1083-18a, or ASTM 1787. WOOD SHEATHING OR CMU WR5 LAYER NI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNIALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT _ • • ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE KI T C, ~ MATERIAL) OVER 4 A4' &ELF-ADNEIENG MEMBRANE PLASHING OVER APPROVED HOUSE U.R.AP. BASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF &ELF-ADNERING MEMBRANE FLASHING TION DETAIL ( LEGEND- DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER — — — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/161 ZIP WALL SHEATHING SELF-ADHESIvE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 Nl � IJ R o b ell� SppjC IM IM N O Np ® p C r ZkIA L - _J IN sUHDIV a& LOT: ABBOTT PARK LOT #29 BLK #9 PROZECTN# 04181.000-29092 MODEL 3EEB "2260-ELSTON" GA CAGE 81VMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AD I I l/21211 DF-ppATE: 04/06/21 SCALE: 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME CF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2,61099.3. TOP 1' . VENT CAP 16 TO BE SET IN BED .. tXt: ;...F'. OF SEALANT AT TOP AND `` SIDES ONLY. SEALANT IS TO BE .I r; TOOLED 80 AS TO DEFLECT � WATER AWAY FROM JONTB. X. ^ E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL " iX. JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.4" CAULKING • JOINT l I ALL AROUND I 1 PER SECTION R703.7 Edeft kdhkV and pleaierhg BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X. XInstallation of exterior lathing and framing shall comply with ASTM C 1063-19a, Ir.._ orASTM 1787. WRB LAYER 9, STUCCO WRAP :I HOODED VENT i• THICK, 3 COAT CEMENT 1X' PLASTER METAL LATH UPS LAYER 4, RMTIFIBER BUILDING PAPER WOOD 51_ ATHING DRYER VENT (FRAME) CLA 84EATHING YOAYER 4, FORTIFIBER ING PAPER ulooD CONSTIICTION —METAL LATH a' CMU VINYL CASING BEAD W RASED BAND 16, TO A, MID-WOLL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER So. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP a SIDES FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET N CONT. SEALANT) SEALANT TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICIG FLASH' PIPE THROUGH / WALLl 6' SELF ADHEDIVE- FLASHING INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T S. ELEC. METEF VERIFY LO HtCCN I V ICC(..LI VL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I '_"'-ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED Iro' SELF-ADHESIVE FLASHING ::�� WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — — �R SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER °I, STUCCO WRAP APPROVED HOUSEWRAP BELOW THAT EMBI .Am _ BOX, FACE EDGE CUT 5UCH NO M ENTERS APPLY TO WOOD S4EATHNG LAYER 9, STUCCO WRAP LATER e2, FORTIRBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION r 1/8' TEXTURED FINI814 • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • I'Or— MAX W CM XT031 MID -WALL EP SCREED " 6' WIDE STRIP SELF ADHESIVE FLASHNS, CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) BLOCK) S' WRB LAYER °I, STUCCO WRAP WRB LAYER 'I, STUCCO WRAP APPLY 60 MIN ® MEMBRANE ING FLA GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROHOIW ADP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP 1*3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL SECTION) OVER 60 MIN o• GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND •o °• o :: INTERSECTIONS STEP #5 STEP Oro OELECTRICAL RECEPTACLE i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA#: 0003325 2.4 b Sag m 0 s gg S 5 QQ BU13DIV. ae I+oT ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL 3EEB "2260-EISTON" OARAOE 81IINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H EXP. C a I� "L j DATE: 04/06/21 SCALE 1/4"=1'-0" SHEET WA2 WOOD SHEATHING WALL ulooD FRAMED L WRB LAYER M, GU544.00R DF.CKAWn. STUCCO WRAP WpDD WRB LAYER $2, FORTIFIBER PRE-ENWO TRIES CONSTRUCTION BUILDING PAPER IYi HAT CHANNEL i' THICK 3 COAT CEMENT U.E.47HIEIRI'A WIVIOTTIR R� ' TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE 6' SAF. • TOP OF DEEP SCREED BARRIER 4 r " TO SHEATHING BEHIND WEEP SCREED I' THICK 3 COAT RIES PLASTER `� 4' POSITIVE DRAM METALLA.�,I need nr�eF:n WOOD SHEATHING WOOD SHEATHING. WIRE, LAYER -1, STUCCO WRAP / i' THICK 3 COAT CEMENT PLASTER J EXTERIOR C,RADE AM66-WiI1C-180 CUSTOM GA 6' SELF-ADHEREMG DRY WALL 1 FLASHING WRAPPED • TOP OF NG POSITIVE SCREED 4POSITIVE DRAIN I'LTTE3 COAT CEI'1@IT �� 1 •��� TO SHEATHING BELOW WEEP g�ED 1 WRB LAYER -I, ND GAP N FIELD VINYL CASING BEAD 1 _ STUCCO WRAP (SHOUN FOR CLARIFICATION OF I s•. i 1 \ SEPARATE ACCESSORIES ONLY) i N i WRB LAYER 02. FORTIFIBER BUILDING PAPER , . `6' SELF-ADHEREING WRB LAYER -1 y.` WRAPPEDFLASHING •COR OF CANTI LEVER ILEVER STUCCO WRAP ` �v u ' 4' POSITIVE DRAIN AMIGO AM66-Wain-,By ` 1 Y2 ; uEEP scREED CANTILEVER DRIP CUSTOM CASING BEAD EDGE NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE SEPARATE ACCESSORIES ONLY) PEEL 4 STICK) SET IN FULL BED OF CASING BEAD SEALANTA'MR DTL. ® CANT. STD DRIP SPACE FROM DRIP l O A To FACE TO TREX SCALE: 11/2'.I'-®' ED CAP FOR BACKER NOTE: WOO �i P.T. OR SIMULATED YRCD A SEALANT METAL LATH: LATH TO BE PER SECTION WDOD(TREX)FLLER VINYL CA6INGBEAD cONrINuOus R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. LATER PROOFING "` 1 BARBWEATHER RESISTIVE LAYER (2 LAYER PEEL � BARRIER 9 PER SQ. YARD (UTILITY OR NOMINAL STICK) WRAPPED DECK FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL 1 STICK • DECK MEMBRANE, DRIP EDGE SU6 FLOOR EDGE OVER DRIP WOOD CONSTRUCTION ®® Y X 3' 26 GA. GALV. METAL DRIP EDGE SET IN RILL BED OF WEATHER RESISTIVE I)YXI Ve P.T. OR SMULATE SEALANT, K' MIN BARRIER R WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT FACE TO TREX HAT CHANNEL BARRIER RESISTIVE Ya GAP FOR BACKE vMri ,-wsBNG BEAD ROD 4 SEALANT WATER PROOFING Ibt VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL A STICK) WRAPPED FROM THICK 3 COAT CEMENT 3/4PEEL 4 RESILIENT BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER 9/S' TYPE 'X' DRYWALL N METAL LATH IPLTAS�3 COAT CEMENT W/TEXTURED PAINTED WOOD SHEATHING METAL LATH FINISH SAb' TYPE 'X' DRYWALL UXJOD SHEATHING J' THICK 3 COAT CEMENT (2) 2x12 HEADER WVTEXTU3ED 4 PAINTED 1- WEATHER RESISTIVE PLASTER FINISH �� BARRIER WEATHER RESISTIVE I' Twim 3 COAT CEMENT BARRIER -2 VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER 4' POSITIVE DRAM neap : `oeeD LLEEP SCREED VINYL CASNG. BEAD NO GAP IN FIELD VINYL CASING BEAD NIO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP O11D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 VINYL CASM BEAD J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT HEADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION COLUMN SFRATHMG WEATHER RESISTIVE SARRIER -1 I.. UEA�THER RESISTIVE BARRIER -2 6' SAF. \Q PEEL 4 STICK 1)b'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE Y4 GAP FOR BACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT,))' MR SPACE FROM DRIP VINYL CASING: BEAD FACE TO TREX Mt I. 1` WATER PROOFING LAYER (2 LAYER PEEL4 STICK) PEEL •STICK WOOD (TREX) FELLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9O 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER UEAT14ER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN -OCLUhN 614EAT141W. 6' BAR I )&'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF SEALANT. K' MIN. SPACE FRCI'1 DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM IICCO o„eecn LEGENE DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/lro' ZIP WALL SI-IEATWING SELF-ADHESIVE FLASWING VINYL CORNER EtEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L' FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 I/2' rnoueo ween FASTENED TO SHEATHING • T' OC. MAX (' WRB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER SFQRNER BEAD ® FRAME 2 1/2' k CORNER BEAD (FASTENER t SPACING B "I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK WRB LAYER N, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER h'SELF-ADHERINCs— FLASHING , WINDOW FLANGE WRB LAYI BUILDING METAL L< k THICK: PLASTER 6,'SELF- FLASHING DRIP C, WINDOW 15B CASING BEAD ® WINDOW FRAME, NO BAND) SHEATHING 1 WRB LAYER RI, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) L441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F rc � � V Q 0 V RR R 9 fA SUBDPBBOTT PARK LOT #29 BLK #9 PROJECT* 04181.000-29092 MODEL.• 3EEB "2260-ELSTON" GARAGE SIZING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 M E C DAR1 E: 04/06/21 SCALE: 1/4"=1'-0" SHEET WA3 A' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER IX TRIM MEMBER 7O TRIM METAL LATH � WRB LATER 01, •STUCCO TO STUCCO WRAP SIDING TRANSITION WR6 LAYER R, FORTIFISER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING U1RB LAYER -2, FORTIFIBER , BUILDING PAPER+ WRB LAYER 01, F" STUCCO WRAP METAL LATH i THICK, 3 COAT CEMENT ! WRB LAYER 62, FORTIF15ER LAYER M, STUCCO �p STUCCO STUCCO WRAP PLASTER BUILDING PAPER R 6'SELF-ADHERING METAL LATH CASING BEAD FLASHING # ' N -I' THICK, 3 COAT CEMENT � 6' SELF-ADHEREING D VINYL ANGLE CASINIs BEAD EXPLODED vIEW FORPLASTER FLASHING OR PEEL 4 STICK SIDING TO STUCCO ! CLARITY) CLARITY)) CASING BEAD 18 DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER h, ; STUCCO WRAP VINYL ANGLED ` WO DC T�TION CASING BEAD 'r uROOo 6NEATNW. WRB LAYER R'T, FORTIFIBER ' WEATHER RESISnvE \ BUILDI PAPER a RtHFIEERRRRsroTIVE METAL LATH :.� .�j; X?cR SIDING � HERI If R HC THICK 3 GOAT CEMENT ;. IL R � ' i A ' PLASTERASWING f \ WEATHER!RE81STNOE 51 EARR ER 9 ' b'SELF-ADHERING �� STARTER STRIP \� .. WEARRlR RESISTIVE FLASHING i � y 6* SE IF- HERING \ c+ ALv'D METAL r FLASHING DRIP CAP naN z RwDo Nor OAux OR ui3oo6TRIM Re WINDOW FLANGE CASING BEAD C� WINDOW CASING X6-W-MATED I WbOD TRIM MEMBER W/BAND) `� 15C(FRAME, , �,,, SEALANT STucrn CASING SIDING TO STUCCO ® BLOCK TO FRAME �"�� TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTINBER WOOD CONSTRUCTION BEYOND 6' SELF-ADI•ERW6 BUILDING PAPER i FLASHING I WRB LAYER 01, tJEAT ewEAtH TI i WEATHER RESrorlve THICK, 3 COAT CEMENT ; STUCCO WRAP °4R" i WEATHER TLAP PLASTER _ DER RESISTIVE �/ / 6' MIN. ABOVE TOP 'r OF FLASHRNG WRB LAYER 62, FORTIF15ER I)I,� XX'RErr�ALLAP61D9JG a i BUILDING PAPER I O G�4gpERRgE616rnE VINYL ANGLED ; ' 6•��-ADHE� �\ ' CASING BEAD I FLA6N4JG _ BAJ� �ESi6rive I METAL LATH / VINYL CASING BEAD STARTER 6TMP 8' THICK, 3 COAT CEMENT \ I I GALv9 � Z' "LA6N (EXPLODED VIEW FOR PLASTER —' DFAL OI'1OTGd1Yl OR _ CLARITY) GALVD METAL WEATHER RESISTIVE 'Z' FLASHING FLABBIER 9 Tn LAP CASING BEAD (9) RAISED 17A BAND (FRAME} SCALE: E-Z BEm VINYL C.081MCa y� X 6' SIMULATED I WV FLEXIBLE PVC / I e100D TRIM MEMBER 6�FADNERIREi ` \ I I I FL GEMEM PLASTERT 1 OR APPROVED SEALANT WEATHER RESISTIVE .:. WEATHER RESISTIVE BA WSIt , BARBER 9 WEATHER RESISTIVE E-Z BEAD VINYL CASHG BARRIER 4 nIIPW FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO B�'ATHERER RESISTIVE ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD OR l/ifo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME 1 WRB LAYER 62, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 2 WRB LAYER Of, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------i ---------------------------------------------- ------------------------------------------------------------------------------------- Y4' C=AP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT r TO WINDOW METAL LATH FORTIF15ER WINDOW FRAME —� VI I / WOOIL DI SWEATPHEIW% r� I I AIV i WRB LAYER "I, STUCCO WRAP ; 6' WIDE PEEL 4 STICK WINDOW FLANGEOVER FLANGE i E-Z BEAD VINYL CASING 2X FRAMING (Wl%* FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP 1��EZ BEAD WINDS W CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774b078 FAX 407-7744078 www.abdesigngroup.corn AA S: 0003325 a J a Will iIII TA I3p OU13DIV.BBOTT PARK LOT #29 BLK #9 ROJECT# 04181.000-29092 MODELS 3EEB "2260-ELSTON" GARAGE 811IING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C DDAT�E 04/06/21 SCALE: 1/4"=1'-0" SHEET WA4 AVAAANA SEEM E SHOULD TAKEN IN IB: THE0.1 PROPEALV P, 6•MID 1V IF U ALINE- VENT PIPE 19 SEMEDIF UTILIgD. NALLIN PLACE R SHOLMi M I' GKVANZEO USWG 1-tN' NAAS AT EACH OORNFA. ROOFING CEMEM SHOlAO EE APPl1ED TOALL SHINGLE EDGES NEAR TIE EDGEAND AROUNDTE EMIRS, PLTBAETERAS C OM THE GOOSENECK VEMOPENING IN TE RODF MR RECCMLENDED INSEVEREMRATIER O7ASTM SHEATBNG.SIZETE OPENING IN ACCORDAH FATHE CON5110lCTION ZONES. CHART SFIdMI. M THE FVEM AMECWVYCALVEMFAN IS I15ED, SIZE THE VEM OPENING IN ACCORp1NCE VMH VEM FAN MANIFACRRtE'S APING CONNECTION iNSTRLxnans. OD NOTCUTINTO TRUSSES OR RAFTERS INIEN CULTNp TIE OPERING IN 111E ROCF. �� R"TIRE INTERFERIMG 5HN(AENMSAROIRDlF1E PERTHETERTITHE—TM FETMT THE NAIUH. WIX OF THE VENT LAYS FIAT TO THE ROOF SFEATiNG. SLIDE 1 THE TOP ANDSIDE FLANGES OF THE VEM UP AND LINGER SMNCIES.ALLOW TE BOTTON VFM FLANGES TOIAY ON THE TOP OF TIE SHHGIES. 11- ROOF HOOD VENT DETAIL S,CALE, NTS CUT WOUB r11EAP AT 45' A40LE MODRED •1' CLT N MOUSEY.INIP LIE OP WNDON- ORNNG I APPIiOV[D 11008EIRN OVER SWATHING OVER LLD STUD WALL INSTALL •— WAY-ACQ91t 3 FLASHSM OVER NAILNM PLANES! JAHM DD NOT SEAL EOTTOM —' STEP 6 T11-m POLD-1 MOUSES TUCK P. AL w" FLANMIG OVER VINYL MEAD R .AME6 rVETM I 0") MAILRIG FLANGE 6ENG I4ANING I• MIN PLAN JAM JA R-A%MNaI INSTALL VINYL C Cs1P ASPHALT PLASTIC CEMEM MOLDEDARWID EASE aF APE M1b OVERFLANGE ALIGN FLASHING UV INT. EDGE OF SILL RO. PV!CluwcALLY FASTSM FANNED EDGES,. ICAP NAILS, STAPLES,) INSTALL OUPONT PLE)SILEAP AS TN PLA%HNGL AT THE FOLD MOUSINERAP DOWN .TAPE DIAGONAL arr 4 ACROSS MEAD of WINDOW MN PLUMBING VENT DETAILS SCALE, NTS MPLY Y' %WINIUOU IF GEALAN AMES, AIR LPPLY TO RDoW NA LANCE N 1YE-PU CI IDLES, opt NS,TALL i' WIDE ADHESIVE - SAO= FLEXIMZ FLASNIM MATERIAL OVER ORP CAP JOINT [PRDTECTO-Wlenr 8T-20M - EQW) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 5(IF OR I£AVIER FELT UNDERUYMEM ASAiILLT ROOFING CEMEM i1_ NO FM—. NFi1iN B'OF CENIERUfE FASTNER9IN ENDOFSWNGLE TIEND SHINGLE V&LE—LTTS BEYOND VALLEY CENTERLINE •cuPPEo orF COMER AT IS DEdiEE: FROM VALLEY CENTERLINE ROOF VALLEY DETAIL IICALE. NTS APPLY 061 WU (01 EQUAL) SEALANT A URDOMC•u JOINT. FLUID APPLIED FLASHING rLANCO IWITE-8EAL PC-" OR EQUALA SLOPE SILL TO EX NQM LL ITHE CONTACTOR% RESPONOWLTY TO YERFY THE 02MATICRLITY OF ALL PRODUCTS, NCLUDPIG MOU NRAP, SEALANTS, 4 SELF-ADNEPM42 FLAMING MATERIALS USED DURING CONSTRUCTION. 7. NMTALL ALL MATERIALS PER MANPACTURER% WRITTEN SPECFICATIOIIS Wgg ft .4LAIVRS MAY REACT ADVERSELY F NOT COI'PA7IDLE. CLAN AND SEAL JAMB TO SILL JOWS WITH DM 1198 FOLLOUAFIG Gd9PLETION OF EXTERIOR RETROFIT WORK REPAIR SONEME SHOWN SWALL ISE IMPLEMENTED AT ALL WMOWS U RTN EVIDENCE OF WATER NTRUSION CELOW THE WINDOW OPENNG T SEAL NTEIF)OR PERIMETER of WINDOW WITH SEALANT Mom. L IT 16 THE CONTACTORS, REEPCP4SMNLTY TO VERIFY TE COr-PATIBILITY OF ALL PRODUCTS, SICLIIDNM SEALANTS, 4 SELF -ADHERING FLASWM MATERIALS USED DURING GONS,T16IOT10M. 3. FLASHING AT EXTERM WNDOUM AND DOOR OPENINGS MULL BE ]METALLED N ACCORDANCE WTN MANI FACTUREl" INSTALLATION NSTRIICTONB AND APPROVED METHOD U OF FDC W03A U IN ACCORDANCE WITM FENESTRATION MANPACT POtS INSTALLATION AND FLASHING SMTe)CTaiB. WS81Wa SEALAMT6 MAY REACT ADVERSELY F NOT COIPATELE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BEND LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabd-igngrouP•com 00 AA @: 03325 it 0 d ¢¢ � S �o O S gggg R0fA SUSDIV. & LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 moDEX. 3EEB "2260—ELSTON' GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 WH E C I lA pp F-ppA04/06/21 SCALE: 1/4"=1'-0" S ZET WA5 Of 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FAscia wRAP DRIP EDGE P\ I� '1/8' TEXTURED I FINISH a WOOD I �� 2x6 SUB 1/2' TEXTURED FINISH s CMU METAL FASCIA `1 WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH f \ WOOD SHEATHING jt OR CMU WRS LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER -2, FORTIRBER EAUILDNG PAPER (FRAME ONLY) <+1 ROOFNG CEMENT DRIP EDGE KICK OUT PLAN B �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICKREMOVED \\ �\ FOR CLARITY ROOF DECK (BEYOND) _7 oo `\ `\ DRIP EDGE, I' OFF WALL YNOT INTO STUCCO) � ELEVATIQN PLAN A TEXTURED FINISH j WOOD, 1/2' TEXTURED / FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH Is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT tv WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _ SUB BAND DETAIL ® WALL W,/KIC K—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLAS14ING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003325 o m 0 �� og >9UBDM & 1.071il ABBOTT PARK LOT #29 BLK #9 PROJECTAI 04181.000— 29092 MODEL: 3EEB "2260—ELSTON" GARAGE 811FATG: 1 LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH . C FOUNDATION NOTES s 4 BD v Y N O U 'o 6 i� SIM. TE-1 F - - - - 7 26'-2" 3'-6" m 4" CONC. 0'1" 1 a SLAB Iw SLF 4.-0. EXTEND — — — SLAB 1 1/2" 13'-0" — — 7M-i6X18 12'-8" J I I I I v 1 I 1 I m —4" PVC CHASE °DLL x ILL 011. TOP OF � 1 SLAB LL SIM. q. 1 to r R 1.1 1.1 oil Z i 1 OZ„ U) uN W UP TO 2ND FLOOR �� U (FIELD VERIFY w ii Y �—� EXACT LOCATION) U ii K 511 0 I 9 all LL IS 1.1ot L CW-16X12 rCWC-16X12 1 11 6,1„ guu—x�'ztx24 — — — .-.-23,� �� m 14'-8" ir rn x �ILL 4 I. FM-16X18 _ _ 1.1 J I. 2'-10" 11'4I. 5'-4" 29'-B" FOUNDATION PLAN SCALE: 1/4" = V-0" SLAB 1 1/2" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE MATH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, DINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER 3 1/2, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 16, - (2)#5's (+)0'_0•• FMC-16x18 16" CONTINUOUS 18" - (2)#5's VARIES TE-1 8" SEE PLAN 8" - 1) #5's (_)0'-6' TE-2 12" SEE PLAN 101, - (2)#5's (+)o"-0" F-24x24 24" 24" 17' (2) #5's () #Us F2-24x24 24" 24" 16, (2)#5's O#5's (_)1••{p CW-16X12 16, CONTINUOUS 17' - 12)#5's (+p•-0" CWC-16X12 16" CONTINUOUS 12" - (2}#5's #51N CURB VARIES F1-30X30 30" 30" 12, (3]IIS's (3)#5•s FI-24X24 24" 24" 12' (2)♦15's (2)#6s 1441 N. RONALD REAGAN BLVD{ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup•com AA #: 0003325 h o � 0 C pg ® I'& lice g Lu O OU13DIV. & LOT ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL• 3EEB "2260-ELSTON" CSARAGE SIWMG: LEFT PAGE: FOUNDATION PLAN %160 MPH E C D RINT 04/06/21 SCALE: 1/4"=f-0" SHEET s1 3Y' MIN. EACH WAY HIC FOOTING Z tM.0NOUl Z STEEL REINFORCING IN GROUTEDSTEEL REINFORCING IN GROUTEDCELL f'— SEE PLAN FOR S1ZE AND Q a ?- CELL SEE PLAN FOR SIZE ANDa SPACING REQUIREMENTSrT SPACING REQUIREMENTS Q W °� �vo.—� GARAGE DOOR m J a 1 I • FM •. J go RECESS N - Z W'CMU WALL O 9' CMU WALL el • f �— CORNER BARS, SAME SIZE AS LARGER BAR I W w B• � � +' O•�' • FOUNDATION WITH LEG EACH L11 +- 0'1Y' W IN ' ' $ WAY AT ALL CHANGES IN DIRECTIONS � y TOP OF SLAB ° - TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS 1 ° ( MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR •{ EXT. PORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) j/�^ y ° ° EXT. PIH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER (1STORV) I.I •, If LL' '" v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE -' iV MASONRY UNITS SET 'O• AT ELEV: W/ 12' ISOLATION • 6" CHAMFER (2-STORY) W/12LRTION°-` 6" CHAMFER 0� JOINT (WHERE # APPLICABLE) Z - #4 24" SEE SCHEDULE #,5 �, JOINT RE •- Z 4 (2STORY) EE SCHEDULEAPPLILE) .. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE, FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie_ 2 TO 3, PROVIDE 2 BARS), LINO 47• r��EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE L SCALE:3/4"=1'-O" SCALE:3l4"=1'-0" @ GARAGE CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/a'=1'-V' SCALE: 3/41'-0' (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL Q 8" CMU LAP TOP PLATE A MIN. OF 48' fU) AND NAIL W/ 16d COMMON 0_ #4 REBAR @24•' O.C. 0 CENTER OF NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN aW K 214 OR 2x6 WOOD BEARING PROVIDE BLOCKING O O'0 > 5' p a I WALL W/ SYP I O a NEW REINF. BAR SECURED W/ 2-PART g No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ ,25c9" WEDGE ANCHOR W/7' — - 2- CAPPED IL EPDXY. MIN, EMBED I TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH GALVANIZED PIPE j Q UNO PLATE EPDXY S,2' EMBED. MIN. 16" OC m °-,. e• W/FLANGE BASE _ F p FOLLOW ALL MANF. SIMPSON SPH4 SPH6 MAX. iv - 4" CONC., REINF. W/ I ( SPECIFICATIONS FOR N a USE AND BTM AND 70P PLATE LA ° 8 k6" #10WJJM ON { o = a5 PREPARATION OF ANCHORS W/ 10tl x 1 12• W 6-MIL POLY ETHYLENE o COMMON NAILS FILL ALL _ W VAPOR BARRIER ON -� Z 0_ Lu HOLES, DO NOT USE 10d W K WELL -COMPACTED SECURE FLANGE TO J x 3 SEE SLAB SCHEDULE CLEAN FILL TERMITE e SLAB W/(4) 1/4" X 2 114" b O } X Q I TREATMENT SHALLBE TAPCONS ,_ a_a' g ° 5' BORA-CARE � 70P OF . u.. • .P � (2) CONT.#4 REBAR I CHAMFER -STORY) ° I, f 6" CHAMFER (2-STORY) a.�• e •Y ` (2) #5 REBAR ON CHAIRS _Z 17' MIN. DEPTH INTO w 00 2,0PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE RGIN OR ENGINEERED SOIL > VIFOR COMPACTED SOIL \ftD, BAR SIZE SLAB HEIGHT LESS THAN 3'S" M L) PER PLAN ADDING BAR TO AND BAR QUANTITY _ EXTERIOR MONO DEEP BOLLARD %MONOLITHIC FOUNDATION (-,--�INTERIOR CURB FOUNDATION WOOD WALL J CJ S°ALE: 3/4"=1' Y' (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:34"=1'-0 SCALE:34''=1'-0 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4'O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS""O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2x4/S WOOD BEARING WA WALLL 2 SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL WJ PLAN PROVIDE BLOCKING Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE OBL TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO ¢ ^ p IL SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL NAIL 16" O/C STAGGERED. 16" O/C STAGGERED. Q w ADDITIONAL METAL ADDITIONAL METAL m CONNECTORS NOT CONNECTORS NOT m — v -L REQUIRED WHEN NO REQUIRED WHEN NO 0 � W UPLIFT 1S PRESENT. UPLIFT IS PRESENT. O 9' CMU WALL cbi +-0'-(Y POURED LINTEL CONT. (TVP.) SLAB SCHEDULE W 8" CMU FILLED CELL(TYP.) -��': ° • TOP OF SLAB [SEE Q -�- 0' SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB - .I° ' w p-0^ TOP OF SLAB a• Z Z — SEE SLAB SCHEDULE + 12" DIA SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO •� 'ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° m CENTERED UNDER WALL AND _W 16' O.C. VERTICALLY MAX # -° POURED MONOLITHICALLY WITH e .� SEE SCHEDULE ° -- FOUNDATIONAND SLAB SEE SCHEDULE EQ. EQ. E SCHEDULE FOR WXD, BAR SIZE /FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY %;-�INTERIOR CURB FOUNDATION WOOD WALL �� INTERIOR FOUNDATION `� BDALE: 3/4••=,'-�' WOOD WALL (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" (NO UPLIFT} SCALE:3/4•'=1•-U' 11 SCALE:34„=,,-0, i44i N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 W W W.abdesigngroup.com L AA #: 0003325 R y s � o ysy $ 3 a e ® p sysDiv & LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL.• 3EEB "2260—ELSTON" GARAGE SWD40: LEFT PAGE: DETAILS 160 MPH EXP. C STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 11Y EAD W/+1" NOSE " Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ❑ W CMU WALL g PAVERS + OS A #4 REBAR (TYP.) 01Y A < " U - W E a O F e" CMU WALL T ^'— • TOP OF SLP'B� � SEE SLAB SCHEDULE J Z g e,; 112' RADIUS OR CHAMFER O _7=AND S N O SEE SLAB SCHEDULE w Q a�Q NSEE SCHEDULEFOR WxD, BAR SIZE BAR QUANTITY LA—°�-a Irw j z3wAND g EE SCHEDULE ULEFOR WxD, BAR SIZE SIZE AND BAR QUANTITY NTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n , v2 A 4 AT ALL PAVER AREAS SCALE: 1!2"=1'-0" SCALE: 1/2'=1'-O' SCALE: 3/4"=1'-0" SCALE: 3/4"=,'-O' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wl PLAN 2x4 OR 2 x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM_ PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE OSL TOP PLATE IrZ19" WEDGE ANCHOR W/ 2• WASHER SET IN HIGH STRENGTH EPDXY 5-lrZ' EMBED. MIN. 0 16'• SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2•' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 7' -SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:a4••=,•-0'• (W/ UPLIFT) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND D as> SPACING REQUIREMENTS Qw mw � J Q N io Z 6" CMU WALL TOP OF SLAB SEE SLAB SCHEDULE Z W EXT. PORCH SLAB 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. i O W/ 10 ISOLATION 6" CHAMFER (2STORY) #3 18•, c1 U JOINT(WHERE #4 24" APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 36 THRU FOOTING �2 1 #7 1 42' SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774.4078 wwwAbdesigngroup com AA #: 0003325 s � o � a s a C pg Y 9 SUBDM de LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL 3EEB "2260—ELSTON" GARAGE SUING: LEFT PAGE DETAILS 160 MPH EXP. C DATE: 04/06/21 SCALE: 1/4"=1'-0" SHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4"= 1' 0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.eom L AA #: 0003326 R y � � O stmnrv. ae t oT ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEU. 3EEB "2260—ELSTON" GARAGE BVFMC&: LEFT PAGE: FIRST FLOOR P DOWELAN 160 MPH EA C D TE 04/06/21 SCALS: 1/4"=1'-0" SHEET s1.� TIE VERTICAL REBAR �c TO HORIZONTAL REBAR W" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. z g <V J Q O CLEAN OUT REQUIRED Q FOR INSPECTION ro v el: 0. F FIN. -� TIE l' I' AL REBAR TOHORIZONTAL - REBAR W/ la'HOOK BAR SIZE 148 BAR DIA Z W #3 IT O #4 24" n U #5 30' 3G' #7 42' HORIZONTAL/VERTICAL � REINFORCING SCALE: 3/4"=1'-0" W U NEW REINF. BAR O O.J. N SECURED W/ 2- PART n. I EPDXY. MIN. EMBED XNO j g 6", FOLLOW ALL MANF, S Q I U 0 SPECIFICATIONS FOR USE AND 0 m PREPARATION OF Z HOLE. W v a STEEL REINF. OF SOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0' OFFSET METHOD CONTINUOUS B---s'- 48BAR DIA #3 10' METHOD #4 24" HORIZONTAL/VERTICAL #5 3T REINFORCING "6 2 #7 47' SCALE: 8/4"=1'-0' #5 BARS D� 0 ■ b CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.abdeslgngroup.com AA #: 0003325 its o� � mo � a C A v � E Q SUSDrv. ee LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 1[ODEL• 3EEB "2260—ELSTON" GARAGE SIFMG: LEFT PAGE: DETAILS 160 PH . C Scpuc-1/4"=i'-0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H/OA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DES ZE RIRIPTION REMARK O(2)2x8 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T-C A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pc-0 1SSIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x16 11) (11` N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)N5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" IRF14.1T/0M/0B 3TM. @ 6'-8" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003325 1r y g t a c a � rr S w"- q O IL Q aunDiv. ee LOT: ABBOTT PARK LOT #29 BLK #9 P1tOJECT#1 04181.000-29092 MODIM 3EEB "2260—ELSTON" GAP-40E SIFMG: LEFT [LIFT IRST FLOOR BEAM PLAN AND NOTES 0 KPH E . C DATE: 04/06/21 BCALE: 1/4"=1'-0" 8HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR NP 6.xg, m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6k16' fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM / 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE - • \<JG 8.8 BOND BEAM TOP OF • W/(1)#58AR .y_ BOND BEAM 30" TYPICAL �pe�� = F FILLED W/ GROUT I .\\Ap U = UNFILLED GROUT SOLID FROM TOP .y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING OF WE, IN 2ND BOND WIDTH # BEAM IF FILLED LINTEL BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 p 8x8 PRE -CAST CONCRETE A\�FLQ 16-1 T/17#5'S, v �� LINTEL W/(1)#5 BAR(L2) P09�F�� NOMINAL LENGTH OF BAR = WIDTH OF MASONRY e� HEIGHT #OF WE, TOP 0 OPENING CORNER IT THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX- lTn WDB INDICATES A DOUBLE BOND BEAM BOTTOM 8X8 PRE -CAST CONCRETE SCALE' 3/4"=f-U' REINFORCING OF BOND BEAM AN O XFXX- 1TAM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL(LI) REFER IS INTENT IT THIS ENGNEER'S AND XUXX-1T/IMOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP 10 LINTEL OF OPENING AND XUXX - ITAMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) I SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1X') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 31d,., 2.6 (MIN 2 X 3) 23/16 TAPCON .e PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 18" 1-1/4" 7D' 13 EMBE MENTN Q 2x8 (MIN 2 X 3)23M6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK 45 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN MIN EMBEDMENT , 2X4 SOLD BLOCKING BAR TO BE PLACED IN 1141) 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER O.C. IN 1-1/4" MIN. 2-12d PER BLK EA END VCMUWALL BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY DETAIL AT CORNER STEP EFRAMING 3 i PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I s I - SINGLE #5 CORNER A BAR, 30x30 TURNED UP O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 ii I II III�rHl 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF, BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM D'ISCALE: 3/4"=V-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" IS N. RONALD REAGAN B1 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngrouµcom AA #: 0003325 d h 111666��� s OR W § a 0 pg W O ® CCp F sUDDIV. Se LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000— 29092 MODEL 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE L LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SM-N 16.1T 1T 4.1T 1T= -1T/08 TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH 8181T Bn61T 87201T 8241T 8281T 8f31-1T 8/8-16 16.1Tn IT11 1Tn 1Tn -1T11 8/8-2T 0/16-ZT &26-2T 04-2T en6.2r 8(32-2r 3'-0" PRECAST 1436 952 3114 4217 5321 6428 7531 T-w PRECAST 689 1024 T-6- PRECAST 15M 3624 4394 5263 6132 7001 2485 8113 8385 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0' PRECAST tp&5 700 2305 3125 3N5 4765 5`ii7 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 6079 1961 6113 7192 6524 7627 8761 1363 3060 3815 4570 5325 OD79 4'$" PRECAST 819 533 177o 2400 3033 3666 4300 4'$" PRECAST 398 591 4' 6' PRECAST 1207 2582 3375 4043 4711 5379 1625 6743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5 4' PRECAST 931 1247 299 25M 3123 3686 4249 5�1• PRECAST 411 411 5 4' PRECAST 1016 low2374 29" 3513 4054 1319 4480 7196 7342 5780 8259 1016 22M 28M 3399 3951 4084 5-10' PRECAST 817 1024 1831 2090 2549 3009 3470 5-10' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2015 3387 1161 3693 5877 OM6548 5778 9z8 2080 2593 3107 3620 4133 6'$" PRECAST 892 4139 3227 3031 3707 4383 5061825 8'$' PRECAST 410 721 B' 6' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4596 7064 10WO 8 835 1868 2329 2790 3251 3712 T 6" PRECAST 570 938 2498 2205 2698 3191 3685 T 6' PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 99a 2498 3408 4864 7067 6472 727 1624 2025 2425 2827 3228 9 4' PRECAST 428 633 1693 2204 2481 2818 2621 914, PRECAST 192 384 9 �" PRECAST 464 506 757 948 1129 1310 639 1674 2298 3081 4099 4898 572 1318 1643 1989 2184 2519 IV-6' PRECAST 388 487 1247 1767 1904 2163 2028 101-W PRECAST 151 301 101$' PRECAST 356 468 612 756 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�' PRECAST 330 544 1312 1742 2252 2668 3530 11'�" PRECAST 132 417 11'�' PRECAST 430 406 s30 653 777 872 544 1312 1742 2252 2888 3552 486 1042 1372 1643 1470 1710 12 -0' PRECAST 308 507 1210 1596 2048 2588 3191 12 -0' PRECAST 111 370 12 -0' PRECAST 383 306 476 587 698 783 507 1210 1596 2048 2588 3171 440 940 1300 1580 1314 1476 13 �1' PRECAST 270 433 1045 1366 1732 2157 2535 13' 4' PRECAST 82 298 IT-4• PRECAST 308 303 393 484 575 645 414 1045 1355 1732 2316 2805 396 79D 1057 1312 1071 1203 14'-0' PRECAST 254 388 976 1272 1808 1988 2279 14'-0• PRECAST 71 293 14'-0" PRECAST 278 278 380 443 809 390 978 1272 1606 1950 zm 378 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14,-8" PRESTRESSED N.R.283 14'$' PRESTRESSED 239 422 506 626 746 885 458 1079 1420 1824 2277 2712 240 603 980 1237 1474 1715 16 4" PRESTRESSED N.R. N1 NR NR NR NR 16-4" PRESTRESSED N.R.252 154' PRESTRESSED 224 574 793 412 1014 1340 70 1703 2118 2513 230 618 616 908 908 1134 35 1353 57 1572 1T�' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 326 365 451 587 680 300 am 1121 1413 1739 2047 192 506 72D 501 1135 1312 19,4" PRESTRESSED N.R. NR NR NR NR NR NR 1914" PRESTRESSED N.R. 148 �• 191PRESTRESSED 162 206 348 430 513 so 235 736 09 1200 1467 1716 168 420 623 803 950 1098 21'4• PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R 125 21'-4• PRESTRESSED 142 219 308 381 454 527 180 596 833 1038 1166 1488 142 373 537 690 816 943 22'4• PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 2r-0" PRESTRESSED 137 226 290 359 426 497 165 560 784 992 1203 1381 137 358 513 on 779 9D0 24' 0' PRESTRESSED N.R NR NR NR NR NR NR NR [24-4r PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 450 554 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD RFAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 a V � a � ypS9f�C� h C 8Q a C $tMDIV. at W7' ABBOTT PARK LOT ##29 BLK ##9 PROJECT/1 04181.000— 29092 moDEL- 3EEB "2260-ELSTON" GARAGE 9 VfMG: LEFT PAGE: SAFE LOAD TABLES 160 PH ElkC PR DA=::: 04/06/21 sCALE: 1/4"=1'-0" a*=]" S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W! (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ IOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1Z WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 L13S SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 12'k3 121 HTT4 W/ 5/8" DIA. x 5" EXP. SVP. PT, WOOD POST BOLT r--------I FIRE —='UL0�. — 314" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. m STOP FLR. TRUSS ELEV. VIEW PRE-ENG.FLR.JOISTS III 3/4" PLYWOOD I DRAFT STOP 1 PRE-ENG. FLR.JOISTS II I 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II II II II I) 11 II II II I II�-fl , II griu II II II IIm II It 1. .1 It 1. 1. 1. ]1I1 11 11 It-n 114- u u n u ji iq p II II II II II II II II II II II II II it II II II II II �, II �I,I It I. It It Is It 11 11 11 11 It It It 11 Itu n n uII II II II II II II II II II II II II II II II II II II II � -N II II II II II II II II II II II II II II II II II II II II it II II IIFJ1.. II II II II II II II13II II II II II IIFJ211 II II II II /,II,II.„III.IIII, �=��"if--H' II II II I�Ir1��, II II II II II II II II II fl 11it It of If lt 11 Is It If Is -II II II II II II II II /if � it Il II II II II II II II II II it II II II II II II II II �y'01 11 11 1 11 11 li it 11 11 11 11 11 11 II II II illy' II II II II II II II Ii II I' II II II II II 2X4 WOOD BEARING II WALL W/ SYP N0.2 II II It �I ° II SECURE 2X12 HDR II II a II I STUDS 16" O.C.. TO 2X8 HDR MTS-20 II TOP F WOOD II II II BL II II W/(14) 0.148"x 2 1/2" I II II i II WALL EL. 8'A". H �I ,-STUD �. n it NAILS i 1 STUDS PROVIDE DRAFTSTOPPING, �— SEC 12 H = ALONG THIS TRUSS AS TO=== 2_ S LIMIT AREA TO 1000 S.F. W/(' PER FBCR 502.12 NAILS STUDS x CMU 8 (2) 10d X 1 1/2" GALV. NAILS TO TRUSS SIMPSON LGUM26-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU g (4) 1/4" X 2 1/2" SIDS SCREWS TO BEAM PRE FABRICATED IJOIST (03 24C. MAX" O. SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS FJ4 FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" IJOIST 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 o r44 J O w 0 N o �g k` a 6 ZZ w O "Z' SUHDIV. ae LOT= ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000- 29092 MODEL 3EEB "2260-ELSTON" GARAGE $TIIIQG: LEFT PAGE: FLOOR FRAMING PLAN 160 MPH Au D-PRurr 04/06/21 SCALE 1/4"=1'-0" SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d X 1 J" NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41 LSIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16dx 3 �' NAILS TO GIRDER lx2 _2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. tx2 SECURED W/ i0d GALV. COMMON NAILS 17O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4', 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 16 1C TYPICAL TRUSS/ GIRDER CONNECTORS) SCALE: 3l4"=1'0 Sam mom&= THICIOM 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W (2)12d TOENAILS DOUBLE TOP PLATE ZIA OR 2x6 WOOD BEARING WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN /,-�i-JOIST CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. — PLATE DEPTH 114•0 —HOLE EDGE >5/8' —HOLE DIAMETER 2l5'D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER <3/5`D DBL. STUD STUD NOTCHING �1 AND BORING LIMITS ENGINEERED WOOD TRU (8J 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 }'NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 7' x 4 6'. 8' x 4'40" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x S' TITEN HD TO CMU AND (12) SOS J" x 2 J" TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH }'x 5" TITEN HD TO CMU AND (18) SOS �' x lx2, 2x WOOD FASCIA(2) kBOND TO GIRDER SEE ARCHITECTURAL3" SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED WI(3)16dC{2) x 5-TITEN HD TO CMU AND (18) SDS }'x 3' GALV. COMMON NAILS.(2)}' MASONRY tx2 SECURED W/ 10d MASONRSCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED 1Z' O!C SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) BDALE:34"=,'a LSTA72 20 GAUGE W/ Zl2 HOG COMMON NAIL: ® EACH END TOTAL OF 10 8 BACI®tBL= THIOOESS 45DO 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2, LUMBER LVUWOIST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & ( x 2-12" TO PO NAILS TO POST., POST TO SIT DIRECTLY ON SLAB � _-\LVL/WOOD POST CONNECTIONS 5 r SCALE 314"=1'4Y A - SIMPSON IUS1.81/16 G < 14DO LBS, U < 70 LBS W/ (2) 3!4'° WEDGE-BOLT/JSOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U 170 LBS W! (2) 314"° WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGESOLT/J-BOLT, S' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) tOdxt-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25l10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 116) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS WI (8) 3/4'" WEDGE-BOLT/JAOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10d0-1/7 GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=l'-U 8'-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) le # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO W-0 (3)'OC' BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - lx4DIAGONAL SEE ARCHITECTURAL CHORD PRE-ENG GABLE TRUSS—� BRACSEE PLAN FOR LOCATION STIFFBACK (AS PER —� MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1a1Y' O!C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. /-1 BTM. IiHORD BfV1V ING 24" 24 MAX .1 WOIST 8"SEND 8" MAX. END w/1-JOIST B ACIN SEE FRAMING PLAN END of MAx MAX MAX LEDGER D. Exp 1T EXP. (2) 2X8 SYP P.T. W EDGE PROM (2) 2X12 SYP P.T. BO T -BOLT W 2" BOLT/J-80LT W/2 LEDGER BOARD LEEDGER BOARD TO WASHER & 51T TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5112' MIN. EMBED. (TYP) WTH SST SOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, r ALL AROUND BOLT. FROM 2. SPLICE OF FRONT AND REAR LEDGER LEDGE RSHOULDLAPAMINOF `f r Z W 3, ALL BOLTS TO HAVE WASHERS (2)2Y12 4 4. EXP. SOLTS/J-BOLTS SHOULD SYP PT NOT BE ANY CLOSER THAN T ro z S. O = i S. ONLY LEDGER IN DIRECT (2)2X8 CONTACT (REAR LEDGER)WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EDSPIICING cBnRAL8PACING A DOUBLE SYP 2.8 12" 8" MAX. 24" O!C MAX. B DOUBLE SYP 2x12 (2) 314' 8' MAX. 24" O/C MAX. WOIST WOOD LEDGER DETAIL 1 0 SCALE: SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONT, 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'll" O.C. MAX. BLOCK WALL W/ GABLE END ` PRE-EN&D TRUSS SCALE 314"=1'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE 3/4"=T-9' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A o Q G ul W 00 SUHDIV. Al. W ABBOTT PARK LOT #29 BLK #9 PROJECT* 04181.000-29092 MODEIr 3EEB "2260—ELSTONI1 GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) V.160 MPH EA C rPDATE* 04/06/21 SCALE: 1/4"=f-0" SHEET S3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (8)8d COMMON NAILS EACH END (JOIST LVLJ PLATE STRAPS W! 10d x 1' IrZ' HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4" O.C. (AT O �.�IRE-ENGDWO.. SHEATHING SEAMS) (BLOCKING TRUSS O 24" O.C. NOT SHOWN FOR CLARITY) (TYMAX 2X4 DIAGONAL BTM, CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 216 PT. PLATE TO BLK WI TRUSS PLAN W/ 117 DIA ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 3Z' OC MAX_ SECURE GABLE TO 218 P.T. PLATE W/ 12ds 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'A" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8" CMU WALL— REINF PER PLAN 0 O (2) 24 P.T. W/ — MASONRY NAILS 12" O.C. 1X2 FIRESTOP- STRAP TRUSS TO PL SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U <990 LBS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1!2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS IJOIST (SEE FRAMING PLL DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3W4 1'A .,4 , S a . , PRE-ENG ROOF TRUSS 5/8' GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2c6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ IrZW' WEDGE ANCHOR W/Z' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. a 16' OC MAX. TRUSS CONNECTION L.B.W. REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8" CMU WALL— REINF PER PLAN S R O �¢ leg PER ELEVATION N IWOIST (SEE 24� 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS a 17.O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL '4 SCALE: 3/4"=1'-fY' 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 =o• :0 : 4 A_ A AL � „_ TRUSSNVOOD POST CONNECTIONS TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4,7,3'SDS, (1) 5l8- A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. i' EMBEDMENT TO SLAB 8 (26)16d x 2-1/Z' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-77"078 wwwabdesigngroup.mm AA #: 0003325 y a O 0 oY jig 0 c ileeg ls I is Is - ill I I I L.j sysaiv. ae LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL• 3EEB "2260—ELSTON" GARAGE SKIING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH W. C DATE: 04/06/21 SCALE: 1/4"=1'-0" 8*1EET S3.1B 29'-8" 21'-8" 4 4 52.1 '4 ro N "v c '� 0 O a TOPS OF DECK 0 Y F i-, OPEN ,- io m El El v 5'-10" 6'-10" 9'4" 2'-8" 511" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngrouP.com AA #: 0003325 �a rr OO 4 14 F 9 L SUDDIV. de Lino. ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL 3EEB "2260-ELSTON" GARAGE SVIMG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH fV. C RMT DATZ: 04/08/21 SCALE 1/4"=1'-0" SHEET 1S4 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x Z WOODOR I2' PLYWOOD < FILLER(S). NAIL ALL TOGETHER a W/ 16d COMMON NAILS, w 2-ROWS, 610.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTION AA BILL-_ & HEMRFFW�_ R SHORT 2x STUDS ME BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING - AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH g 2x HEADER SEE PLAN FOR — END a SIZE AND QUANITY PROVIDE lx WOOD FILLER(S). ❑0 NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 12' O.C. GALV. COMMON NAILS, FILL ALL HOLES 4" TYP. a v LAPTOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM. LAP TO OCCUR OVER STUD m� 3/4" DIA. x 8" MIN. EXPANSION BOLT W! 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN. CONIC. EMBEDMENT NAILS. APPLIED TO INSIDE FACE ONLY FL#17244 16' MAX. Rfi: ✓tyI_iiTi�I�1I�Y �fl DBL TOP PLATE CONT. (3) 2X12 HEADER PROVIDE 12" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W! 16d CONT. COMMON NAILS, 2-ROWS, 6" _ — — _ - 6 BLOCKING FOR SHUTTER O.0 2x+ N - INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' — — — — — _ O.0 2x12'8 2c10'a 2xft (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d 6 COMMON NAILS, ' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16' MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. (4) 2. STUDS IN CORNER, NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2xl2 STIASPAGIS®1C0.C. STU1SPAGNSeWo.C. 0 - 2 ft ? C7 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 SPAN KINGS SPAN KINGS 2x6 (2) 2x6 (2) 2x6 12) 2x6 (2)2.6 (2)2.6 (2) 2x6F22X4 3-4ft 2 ft 3-4ft 1 2 0- 2 ft 3-4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x40- 2x6 2x6 2X6 (2)2x6 (2)2x6 (2)2x6 2) 2x6 5 - 6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 (2)2.4 5-6ft 3 5-6ft 2 2x6 2x6 2x6 2x6 2x6 (2) 2x6 (2) 2x67-8ft 3 7-8ft 3 x 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 7-8ft 9-10@ 5 9-10ft 3 2x6 2x6 2xS 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 10- 12ft 5 10-12 R 4 2x6 2x6 2x6 2x6 2x6 2x62x6 10 -12 R 214 214 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x6 2X6 1 2X6 1 2.6 1 Zx6 I ZK6 I 2x6 TYPICAL EXTERIOR WOOD FRAME (_,_'�_WALL CONSTRUCTION DETAIL 1 SCALE: 3!4"=1'-0" 16" MAX. I PROVIDE (3) STUDS —NAIL STUDS CORNERS LAP TOP TOGETHER W/ _'M o' E'— TOGETHER W/ PLATE MEMBERS 12d @ 17' O.C. 12d 0 17O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOFNVALL/FLOOR SHEATHING CORNERS LAP TOP SEE "ROOFANALLIFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 C1 EXTERIOR MASONRY / WOOD CONNECTIONS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 12'=1'-11 VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 12" DIA SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6' FROM ENDS AND 16, OIC, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d @ 12, O.C. SHEATHING ON INTERIOR OR B EXTERIOR OF WOOD WALL • (1)27OBLOCKON 2x, WALL (2) 2x TO BLOCK ON 2x6 & 2x8 WALL 12' DIA. SIMPSON TITEN BOLTS 5' MINIMUM EMBEDMENT INTO GROUTED CELL, V FROM ENDS AND IS' O/C, VERTICALLY MAX PROVIDE (3) STUDS Q CORNERS LAP TOP PLATE MEMBERS 16' MAX. D PROVIDE (3) STUDS 0 J CORNERS LAP TOP PLATE MEMBERS NAIL STUDS TOGETHER W/ 12d ® 170.C. PLYWOOD SHEATHING, SEE . ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" C3 A (1) 2x TO BLOCK ON 214 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 & 2,18 WALL BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � q m r o O yd� y G Q ti t/1 W O If SUHDIV ae MT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEM.• 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E3 C DATE: 04/06/21 SCALE: 1/4"=1'-0" SHEET S4.IA SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroupcom L AA #: 0003325 m �+ a 9RU19DIV. & LOT: ABBOTT PARK LOT #29 BLK #9 PPtOJECT# 04181.000-29092 MODEL- 3EEB "2260-ELSTON" GARAGE SMING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C 312G2 DATE: MT 04/06/21 SCALE: 1/4"=1'-0" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI IOd x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS unTrn T... — HEADER SCHEDULE MARK DES �ON REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTELIT.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xl6 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES R--I ------------ m--- m---- m------ m---------- LINO PROVIDE 882 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL, 1TA" LINO 1 ♦ � 1 J+ •, 1 � F 1 1 8F8-1 T/OM108 _=F-1-I0=1=8 1 �� SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1 1 1 1 1 S 1 1 1 • 1441 N. RONALDj7FL32750 LONGWOOD,PH: 407-7FAX: 407-7www.abdesigAA S: 00 a d os urq h O a j d 11 _ a 2 A is OR 18 F: ti SVHIA DIV. ac T: ABBOTT PARK LOT #29 BLK #9 P120JECT# 04181.000- 29092 MODEL• 3EEB "2260—ELSTON" GARAGE SIFMO: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES %160 MPH E . C DAAM 04/06/21 SCAL.E: 1/4"=1'-0" SHEET S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e/8 oe 1s tr 1r 4 tt 1r 1r TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH aia tr 8MB iT 8/2t11T BPt41T Bt28 +r 8132-1r 8/8-s 16-1T/t 1T/1 4-1T/1 1T/1 -7T/1 are.2r sm6.2r wo--4 arA-zr ain-2r =2-2r 3'-0' PRECAST 1436 952 3114 4217 Sul 6426 7631 3'6" PRECAST 689 1024 3' 6' PRECAST 1569 3524 4394 5283 6132 7001 1485 6113 8385 7708 9031 10000 1569 3524 4394 5283 8132 7001 4'-0' PRECAST 1065 700 2W5 3125 3945 4766 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3060 3815 4570 M 6079 1961 6113 7192 6624 7627 8751 1383 3060 3815 45M 5325 W79 4'-6' PRECAST 819 533 1770 2400 3033 36M 4300 4' 6' PRECAST 398 591 4' 8' PRECAST 1207 26M 3375 4043 4711 5379 1625 5743 7547 6752 5641 7565 12D7 2707 3376 4043 4711 5379 5'4" PRECAST 931 1247 7999 25M 3123 3586 4249 5�' PRECAST 411 411 5 4" PRECAST 1016 low2374 2844 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 V-10' PRECAST 817 1024 1631 2090 2649 3DD9 3470 5-1(' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 116t 3813 5877 6038 Sqg 5ng 3t07 362o 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 &-w PRECAST 410 721 6'-W PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4599 7054 10000 gg26 r tees 2329 2790 3251 3712 T4" PRECAST 570 938 2498 22D5 2898 3191 3685 T-8' PRECAST 303 534 T4" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4854 1 7057 6472 727 1624 2025 2426 2827 3228 9 4' PRECAST 428 633 1593 2204 2481 2818 2621 9'4' PRECAST 192 384 9�4' PRECAST 454 506 767 948 1120 1310 639 1674 2296 3081 4099 4898 572 1318 1843 1969 2164 2519 10-0 PRECAST 388 487 1247 1767 19D4 2163 2028 10'-0' PRECAST 151 301 10 6' PRECAST 355 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 t763 1710 1989 11'4' PRECAST 330 5" 1312 1742 2252 2868 3830 114' PRECAST 132 417 11'4' PRECAST 430 406 630 553 m on 544 1912 1742 2252 2888 3562 468 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2D48 2598 3191 12'-0' PRECAST 111 370 12-V PRECAST 383 366 476 507 698 783 507 1210 1598 2048 2588 3171 440 940 1900 1580 1314 1476 13'-4" PRECAST 270 433 1045 1385 1732 2157 25M 13'4' PRECAST 82 298 13'-4" PRECAST 308 303 393 494 575 645 414 1 1045 1365 1732 2316 2605 396 78D 1057 1312 1071 1203 14'-W PRECAST 254 388 978 1272 16D6 1988 2279 14'-0' PRECAST 71 293 W4r PRECAST 279 Z7b 300 443 528 609 390 978 1272 16D6 1950 2389 378 717 951 1192 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-0' PRESTRESSED 239 422 506 628 746 885 458 1079 1429 1824 2277 2712 246 883 980 1237 1474 1715 164' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'4' PRESTRESSED 224 387 464 574 694 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1572 1T4' PRESTRESSED N.R. NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 183 1T4' PRESTRESSED 187 328 365 461 567 B80 300 866 1121 1413 1739 2047 192 Soo 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'4' PRESTRESSED 102 266 348 430 613 595 235 736 959 12DO 1467 1716 186 420 623 am 950 1096 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 308 391 454 527 180 598 833 1038 1168 1468 142 373 537 So BIB 943 221-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24%0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 450 854 824 1014 1147 124 319 456 681 687 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN St.LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003326 iz h a i7 S m o E a a 8 45 Stmz)ly. Se LOT: ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000-29092 MODEL. 3EEB "2260—ELSTON" GARAGE S VF MG: LEFT PAGE: SAFE LOAD TABLES 160 MPH . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD. SIMPSON H10A OR LGT2 W 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM OW', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, ROOF FRAMING PLAN SCALE: 1/4" = V-0" i"J. N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 l www.abdesigngroup.com AA 8: 0003325 h d OO rq 2 3 d i S A W 0 SUDDIV as LOT ABBOTT PARK LOT #29 BLK #9 P120JECT# 04181.000-29092 MODEL: 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN %160 MPH . C RopF +F-=�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70,70 PSF (80.70) ZONE 3e = 82.90 PSF (92,90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DUPF9tAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 21/2' 0.131 F1667 SCREW SHANK 170,000 RING (16.20 RINGS RSRS-03 8d RING SHANK, 2 3/9' 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/6" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/I' COX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACNEMENT SPACM ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O_C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O,C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3E 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS @ 4" O.C. .- TOP & BOTTOM EDGES .. D 8 - TYP. EXT. SHEATHING ATTACHMENT RAF 1 tH OH I HUBS ROOF SHEATHING � WE __wtw,I IEmmI "wt1 -----. BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 S2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 1 . C#8 Z' DECK SCREWS @ 6'-8" O.C. MAX @ EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTMC3YC33M. MAXIMUM AGGREGATE SIZE SWILL BE 31C STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARN OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXPOSED EDG6UPCONCREE ARE TO BE CFWMFERED 3/4' ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021802-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUMI WHERE INDICATED IX4 POLYETHYLENER B A INJOUSPPED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS 3EM45l 6 SEALED ADHESIVEMEMB PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILNG PER FBCR 2020, 7N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES_ DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A10641AI 054M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2 CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-ONTHICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA- SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD -nenconcurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25 #6 BAR - 36" 10 psf BTM CHORD-nontmanreM #5 BAR - 30" 07 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 pd TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 pcf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =ISO MPH 3- SECOND GUST (ASCE 7-16 (FBC R2D20) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH T14E CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. D AL SHOP RAWINGS SHALL BE RENEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT l DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pL FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST OS%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MM DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5°+F PRIOR TOTHE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM CW94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSIT10N SHALL NOT EXCEED90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER TIUN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUNDATIONSL 8, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-VT FOR Ib AND SMALLER 2' FOR 06AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SUBS, WALLS AND JOISTS 11/7FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWDCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fm =2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SWILL BE PLACED W A SLUMP OF 8' TO 1O', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A /A500M GRADE B F = 46 lai. STRUCTURAL PIPE SHALL BE ASTM A53/ISSN GRADE BTYPE E OR S F = 500 Y Y 35 k5i. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATEDTRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AN D CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER gPPLK:ATON 312E ttPE SPPLING PPRKAMxI SIZE ttPE SPACING REMAFKS I.Pi FUR RIN3 TO GSE MARtx:NEO COIL L11— S, OC GARAG — Np WPSHER iMCCN MA50FPY e. EMBED -E CISi., SGODOORS CASE HARIx:NEDpaL 9'OIC wNIXTbD00Rl FASTENED GARAGE DOOR tNKK 3IB'OIA OR te'O,O IS�S"DIA) ED L"EFD rpK.IXT. e 11/i'IIXJG. STAGGEREDI.T. W50NRVA',ONG T O MA:AlxtYICOIC. DIA ABH EYPANSIONBOL r N' ( Ox:+ DIN 3'FDOE NSTp� YnNooweua cASEHARDENEocaL rac WnNLxxM,OooR+FABTENEp METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING +. Pr, SEE NOTee IL +m LGNc. sTAGGEREo INTO MAspNRrA:oNp MnscNRr+coNc. REQUIREMENTS E%T.SMNG DOOR BtICKh Pi, SEENOTES (313It6OIA NO WASHER -IAPCOK^ ASTNER IS O� ON6EARINO HOOD 2'° IXPANSION a'EMBED PENO WI WASHER BOIi ]<PC pST.,3EOGE pST. PTwNppW BUCK o+31IB' 9•dC TEND. qsr.+ PIT —EEL COL. SEE STAGGETtED EDGE QST.1? 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2: FASTENING OF GARAGE DOORS, WHO AND EXTERIOR SLING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAT SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2,MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 M. 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O 64 3 21 ® 9 C ABBOTT PARK LOT #29 BLK #9 04181.000- 29092 MODEL.' 3EEB "2260-ELSTON GARAGE 931FMG: LEFT DETAILS PR I DATE: 04/O6/21 SCALE: 1/4"=1'-0" SHEET S NZ © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED, THRU SOFFIT AT NAIL HEM AND IN VALLEYS a e" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @` 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. i" MAX.—ol l *— DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--" O J-CHANNEL) g'A DETAIL E TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 6 a SPAN 'L = SEE DETAIL'A'� SOFFITS �1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMO / BY OTHER EMB. 1X2 WOOD BATTEN 11 OFFIT 10 "-J-CHANNEL Q DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER /TRUSS/JOI LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN 2X2 WOOD BATTEN 10 O SOFFIT- rINSTALLATION SCREW, 0 EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) 1 `-CONCRETE; OFFIT""' CMU OR WOOD SEE DETAIL'D' SEE DETAIL'S' (NOTE:1) EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMENT ® e" MAX — FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 14 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 q 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 8 s a r o t.4?1 16 o� ffi 4 R W W E O B OEM. a M- ABBOTT PARK LOT #29 BLK #9 PROJECT# 04181.000— 29092 MODEL• 3EEB "2260— ELSTON" GARAGE STf MG: LEFT PAGE: SOFFIT DETAILS 160 MPH E . C 0